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1.中国科学院大学 工程科学学院,北京 100049
2.中国科学院 力学研究所 流固耦合系统力学重点实验室,北京 100190
3.中国科学院 力学研究所 非线性力学国家重点实验室,北京 100190
Received:07 September 2022,
Revised:26 September 2022,
Published:10 March 2023
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刘晴昊,李玉琼,李娜等.土壤原位触探技术与贯入机理研究进展[J].光学精密工程,2023,31(05):588-620.
LIU Qinghao,LI Yuqiong,LI Na,et al.Research progress of soil in-situ penetration technology and penetration mechanism[J].Optics and Precision Engineering,2023,31(05):588-620.
刘晴昊,李玉琼,李娜等.土壤原位触探技术与贯入机理研究进展[J].光学精密工程,2023,31(05):588-620. DOI: 10.37188/OPE.20233105.0588.
LIU Qinghao,LI Yuqiong,LI Na,et al.Research progress of soil in-situ penetration technology and penetration mechanism[J].Optics and Precision Engineering,2023,31(05):588-620. DOI: 10.37188/OPE.20233105.0588.
土壤原位触探技术是一种获取土壤物理力学参数的重要方法,具有准确、快速、可连续测试等优点,在海洋岩土勘探、行星表面地质探测、军用车辆越野路面机动性评估等领域具有广阔的应用背景。本文系统地概述了土壤原位触探技术的发展历程、仪器组成与基本原理,并介绍了其在民用与国防领域的应用。基于圆锥静力触探和自落式动力触探这两种典型的原位触探技术,总结了理论分析方法、数值模拟方法和试验方法在贯入机理研究方面的进展。最后,对土壤原位触探技术进行了展望,为土壤原位触探技术未来的发展提供了理论依据和工程技术参考。
Soil
in
-
situ
penetration technology is an important method for obtaining its physical and mechanical parameters with the advantages of accuracy, rapidity, and continuity. It has a wide range of applications in marine geotechnical and planetary surface geological investigation, and off-road mobility assessment of military vehicles. In this study, the development, instrumentation, and basic principles of soil
in
-
situ
penetration technology have been systematically summarized, and engineering applications in the civil and defense fields are introduced. Based on the typical
in
-
situ
penetration techniques of cone penetration test and free fall penetrometer, three aspects of the progress of the penetration mechanism in theoretical analysis, numerical simulation, and experimental methods were concluded. Finally, the soil
in
-
situ
penetration technology was prospected, providing a theoretical basis and an engineering reference for future development.
LUNNE T , POWELL J J M , ROBERTSON P K . Cone Penetration Testing in Geotechnical Practice [M]. Boca Raton : CRC Press , 2002 . doi: 10.1201/9781482295047 http://dx.doi.org/10.1201/9781482295047
蔡正银 , 周宏磊 , 蔡国军 , 等 . 土工测试与勘察技术研究进展 [J]. 土木工程学报 , 2020 , 53 ( 5 ): 100 - 117 .
CAI Z Y , ZHOU H L , CAI G J , et al . Review of the geotechnical testing and exploration techniques [J]. China Civil Engineering Journal , 2020 , 53 ( 5 ): 100 - 117 . (in Chinese)
刘松玉 , 蔡正银 . 土工测试技术发展综述 [J]. 土木工程学报 , 2012 , 45 ( 3 ): 151 - 165 .
LIU S Y , CAI Z Y . Review of the geotechnical testing [J]. China Civil Engineering Journal , 2012 , 45 ( 3 ): 151 - 165 . (in Chinese)
沈小克 , 蔡正银 , 蔡国军 . 原位测试技术与工程勘察应用 [J]. 土木工程学报 , 2016 , 49 ( 2 ): 98 - 120 .
SHEN X K , CAI Z Y , CAI G J . Applications of in situ tests in site characterization and evaluation [J]. China Civil Engineering Journal , 2016 , 49 ( 2 ): 98 - 120 . (in Chinese)
陈薪硕 , 李守定 , 张晓静 , 等 . 行星地质工程原位测试方法 [J]. 工程地质学报 , 2021 , 29 ( 5 ): 1525 - 1544 .
CHEN X S , LI S D , ZHANG X J , et al . In - situ testing method for planetary geological engineering [J]. Journal of Engineering Geology , 2021 , 29 ( 5 ): 1525 - 1544 . (in Chinese)
PRIDDY J D , WILLOUGHBY W E . Clarification of vehicle cone index with reference to mean maximum pressure [J]. Journal of Terramechanics , 2006 , 43 ( 2 ): 85 - 96 . doi: 10.1016/j.jterra.2004.10.001 http://dx.doi.org/10.1016/j.jterra.2004.10.001
HUANG W , WONG J Y , PRESTON-THOMAS J , et al . Predicting terrain parameters for physics-based vehicle mobility models from cone index data [J]. Journal of Terramechanics , 2020 , 88 : 29 - 40 . doi: 10.1016/j.jterra.2019.12.004 http://dx.doi.org/10.1016/j.jterra.2019.12.004
崔新壮 , 丁桦 . 静力触探锥头阻力的近似理论与实验研究进展 [J]. 力学进展 , 2004 , 34 ( 2 ): 251 - 262 . doi: 10.6052/1000-0992-2004-2-J2003-055 http://dx.doi.org/10.6052/1000-0992-2004-2-J2003-055
CUI X Z , DING H . Approximate theoritical and experimental research development of cone penetration resistance in static cone penetration test [J]. Advances in Mechanics , 2004 , 34 ( 2 ): 251 - 262 . (in Chinese) . doi: 10.6052/1000-0992-2004-2-J2003-055 http://dx.doi.org/10.6052/1000-0992-2004-2-J2003-055
ISO . Geotechnical investigation and testing - Field testing-Part 1: Electrical cone and piezocone penetration test [S]. ISO Standard 22476- 1 : 2012 . doi: 10.3403/30255332 http://dx.doi.org/10.3403/30255332
BARENTSEN P . Short description of field testing method with cone shaped sounding apparatus [C]. Proceedings 1st International Conference on Soil Mechanics and Foundation Engineering . 1936 : 6 - 10 .
FARRELL D A . The penetrometer and soil exploration [J]. Soil Science Society of America Journal , 1973 , 37 ( 6 ): viii . doi: 10.2136/sssaj1973.03615995003700060007x http://dx.doi.org/10.2136/sssaj1973.03615995003700060007x
VLASBLOM A . The Electrical Penetrometer : A Historical Account of its Development [M]. Delft Soil Mechanics Laboratory , 1985 .
BEGEMANN H K . Improved method of determining resistance to adhesion by sounding through a loose sleeve placed behind the cone [C]. Proceedings of the 3rd International Conference on Soil Mechanics and Foundation Engineering, ICSMFE . 1953 : 16 - 27 .
DE RUITER J . Electric penetrometer for site investigations [J]. Journal of the Soil Mechanics and Foundations Division , 1971 , 97 ( 2 ): 457 - 472 . doi: 10.1061/jsfeaq.0001552 http://dx.doi.org/10.1061/jsfeaq.0001552
ISSMFE . Appendix A: International reference test procedure for cone penetration test (CPT) [R]. Report of the ISSMFE Technical Committee on Penetration Testing of Soils - TC 16, with Reference to Test Procedures, Swedish Geotechnical Institute, Linkoping . 1989 .
刘松玉 , 蔡国军 , 童立元 . 现代多功能CPTU技术理论与工程应用 [M]. 北京 : 科学出版社 , 2013 .
LIU S Y , CAI G J , TONG L Y . The theory and applications of advanced multifunctional CPTU technology [M]. Beijing : Science Press , 2013 . (in Chinese)
WISSA A E Z , MARTIN R T , GARLANGER J E . The piezometer probe [C]. In Situ Measurement of Soil Properties. ASCE , 1975 : 536 .
TORSTENSSON B A . Pore pressure sounding instrument [C]. ASCE Special Conf. on In Situ Measurement of Soil Properties. ASCE , 1975 .
STEWART D P . A new site investigation tool for the centrifuge [C]. Proc. Int. Conf. Centrifuge 91 , Boulder/Colorado, USA . 1991 .
陈强华 , 俞调梅 . 静力触探在我国的发展 [J]. 岩土工程学报 , 1991 , 13 ( 1 ): 84 - 95 . doi: 10.3321/j.issn:1000-4548.1991.01.010 http://dx.doi.org/10.3321/j.issn:1000-4548.1991.01.010
CHEN Q H , YU D M . The development of cone penetration test in China [J]. Chinese Journal of Geotechnical Engineering , 1991 , 13 ( 1 ): 84 - 95 . (in Chinese) . doi: 10.3321/j.issn:1000-4548.1991.01.010 http://dx.doi.org/10.3321/j.issn:1000-4548.1991.01.010
王钟琦 . 我国的静力触探及动静触探的发展前景 [J]. 岩土工程学报 , 2000 ( 5 ): 517 - 522 . doi: 10.3321/j.issn:1000-4548.2000.05.001 http://dx.doi.org/10.3321/j.issn:1000-4548.2000.05.001
WANG Z Q . The Chinese CPT and the prospect of penetration tests [J]. Chinese Journal of Geotechnical Engineering , 2000 ( 5 ): 517 - 522 . (in Chinese) . doi: 10.3321/j.issn:1000-4548.2000.05.001 http://dx.doi.org/10.3321/j.issn:1000-4548.2000.05.001
臧昊 . 地震波静力触探测试系统的研制 [D]. 南京 : 东南大学 , 2016 .
ZANG H . Design of Seismic Cone Penetration Testing System [D]. Nanjing : Southeast University , 2016 . (in Chinese)
加瑞 , 赵栋 . 密度孔压静力触探的测试理论和工程应用综述 [J]. 工程地质学报 , 2022 , 30 ( 1 ): 270 - 280 .
JIA R , ZHAO D . Review on the testing theory and engineering application of density piezocone penetration test [J]. Journal of Engineering Geology , 2022 , 30 ( 1 ): 270 - 280 . (in Chinese)
张诚厚 , 施健 , 戴济群 . 孔压静力触探试验的应用 [J]. 岩土工程学报 , 1997 , 19 ( 1 ): 50 - 57 . doi: 10.3321/j.issn:1000-4548.1997.01.008 http://dx.doi.org/10.3321/j.issn:1000-4548.1997.01.008
ZHANG C H , SHI J , DAI J Q . The application of piezocone tests in China [J]. Chinese Journal of Geotechnical Engineering , 1997 , 19 ( 1 ): 50 - 57 . (in Chinese) . doi: 10.3321/j.issn:1000-4548.1997.01.008 http://dx.doi.org/10.3321/j.issn:1000-4548.1997.01.008
黄康理 , 张诚厚 . 利用孔压静力触探试验(CPTU)测定宁波软粘土的固结系数 [J]. 水利水运科学研究 , 1997 ( 4 ): 357 - 365 .
HUANG K L , ZHANG C H . Consolidation coefficient of Ningbo soft clay determined from piezocone penetration test (CPTU) [J]. Journal of Nanjing Hydraulic Research Institute , 1997 ( 4 ): 357 - 365 . (in Chinese)
蔡国军 , 刘松玉 , 童立元 , 等 . 现代数字式多功能CPTU与中国CPT对比试验研究 [J]. 岩石力学与工程学报 , 2009 , 28 ( 5 ): 914 - 928 . doi: 10.3321/j.issn:1000-6915.2009.05.007 http://dx.doi.org/10.3321/j.issn:1000-6915.2009.05.007
CAI G J , LIU S Y , TONG L Y , et al . Comparative study of modern digital multifunctional cptu and China's cpt tests [J]. Chinese Journal of Rock Mechanics and Engineering , 2009 , 28 ( 5 ): 914 - 928 . (in Chinese) . doi: 10.3321/j.issn:1000-6915.2009.05.007 http://dx.doi.org/10.3321/j.issn:1000-6915.2009.05.007
蔡国军 , 刘松玉 , 童立元 , 等 . 基于聚类分析理论的CPTU土分类方法研究 [J]. 岩土工程学报 , 2009 , 31 ( 3 ): 416 - 424 . doi: 10.3321/j.issn:1000-4548.2009.03.018 http://dx.doi.org/10.3321/j.issn:1000-4548.2009.03.018
CAI G J , LIU S Y , TONG L Y , et al . Soil classification using CPTU data based upon cluster analysis theory [J]. Chinese Journal of Geotechnical Engineering , 2009 , 31 ( 3 ): 416 - 424 . (in Chinese) . doi: 10.3321/j.issn:1000-4548.2009.03.018 http://dx.doi.org/10.3321/j.issn:1000-4548.2009.03.018
杨岩 . 球型全流触探仪的贯入机理及工程应用研究 [D]. 南京 : 东南大学 , 2018 .
YANG Y . Research on Penetration Mechanism and Application of Ball Penetrometer in Offshore Engineering [D]. Nanjing : Southeast University , 2018 . (in Chinese)
彭鹏 . T型全流触探贯入仪作用机理及海洋软土工程应用研究 [D]. 南京 : 东南大学 , 2018 .
PENG P . Research on Penetration Mechanism of T-bar Penetrometer and its Application on Offshore Engineering [D]. Nanjing : Southeast University , 2018 . (in Chinese)
LUNNE T . The CPT in offshore soil investigations-a historic perspective [C]. Proceedings of the 2nd International Symposium on Cone Penetration Testing . California : Polytechnic University . 2010 .
LUNNE T . The Fourth James K. Mitchell Lecture: the CPT in offshore soil investigations - a historic perspective [J]. Geomechanics and Geoengineering , 2012 , 7 ( 2 ): 75 - 101 . doi: 10.1080/17486025.2011.640712 http://dx.doi.org/10.1080/17486025.2011.640712
ZUIDBERG H M . Use of static cone penetrometer testing in the North Sea [C]. Proc. of the European Symposium on Penetration Testing ESOPT , Stockholm . 1974 , 2 : 433 - 436 .
唐贤强 , 叶启民 . 静力触探 [M]. 北京 : 中国铁道出版社 , 1981 .
TANG X Q , YE Q M , et al . Cone Penetration test [M]. Beijing : China Railway Publishing House , 1981 . (in Chinese)
李世民 . 浅海域海底静力触探测试系统机械结构研究 [D]. 长春 : 吉林大学 , 2005 .
LI S M . Research on the Mechanical Structures of CPT System on Seabed of Shallow Ocean Area [D]. Changchun : Jilin University , 2005 . (in Chinese)
石要红 . 海底土体静力触探关键技术研究 [D]. 青岛 : 中国海洋大学 , 2005 .
SHI Y H . Key technology research of the cone penetration test ( CPT ) on seabottom [D]. Qingdao : Ocean University of China , 2005 . (in Chinese)
刘松玉 , 吴燕开 . 论我国静力触探技术 (CPT)现状与发展 [J]. 岩土工程学报 , 2004 , 26 ( 4 ): 553 - 556 .
LIU S Y , WU Y K . On the state-of-art and development of CPT in China [J]. Chinese Journal of Geotechnical Engineering , 2004 , 26 ( 4 ): 553 - 556 . (in Chinese)
MAYNE P W . Enhanced geotechnical site characterization by seismic piezocone penetration tests [C]. Invited Lecture, Fourth International Geotechnical Conference, Cairo University . 2000 : 95 - 120 .
CAMPANELLA R G . Geo-Environmental Site Characterization of Soils Using In-Situ Testing Methods [C]. Asian Institute of Technology 40th Year Conference . 1999 : 8 - 12 .
VAN DEN BERG A P . Developments in static cone penetrometering of the seabed [J]. Underwater systems design , 1984 , 6 ( 5 ): 28 - 31 .
HUNTSMAN S R . Determination of In-situ Lateral Pressure of Cohesionless Soils by Static Cone Penetrometer [M]. University of California , Berkeley , 1985 .
HUNTSMAN S R , MITCHELL J K , KLEJBUK L W , et al . Lateral stress measurement during cone penetration [C]. Use of In Situ Tests in Geotechnical Engineering. ASCE , 1986 : 617 - 634 .
TSENG D J . Prediction of Cone Penetration Resistance and its Application to Liquefaction Assessment [M]. University of California , Berkeley , 1989 .
WITHERS N J . REFERENCE: Withers , NICKJ., SCHAAP, LEOHJ, DALTON, CLIVEP.," The Development of a Full Displacement Pressuremeter." The Pressuremeter[C]. The Pressuremeter and Its Marine Applications: Second International Symposium . ASTM International , 1986 ( 950 ): 38 .
WITHERS N J , HOWIE J , HUGHES J M O , et al . Performance and analysis of cone pressuremeter tests in sands [J]. Géotechnique , 1989 , 39 ( 3 ): 433 - 454 . doi: 10.1680/geot.1989.39.3.433 http://dx.doi.org/10.1680/geot.1989.39.3.433
CAMPANELLA R G , ROBERTSON P K , GILLESPIE D . A seismic cone penetrometer for offshore applications [C]. Oceanology , 1986 : 479 - 486 . doi: 10.1007/978-94-009-4205-9_51 http://dx.doi.org/10.1007/978-94-009-4205-9_51
段伟 , 蔡国军 , 刘松玉 , 等 . 基于SCPTU原位状态参数确定方法及液化应用试验研究 [J]. 岩石力学与工程学报 , 2019 , 38 ( S1 ): 3151 - 3162 .
DUAN W , CAI G J , LIU S Y , et al . Experimental study on determination method in situ state parameter and it liquefaction application based on SCPTU [J]. Chinese Journal of Rock Mechanics and Engineering , 2019 , 38 ( S1 ): 3151 - 3162 . (in Chinese)
杨溢军 , 童立元 , 朱宁 , 等 . 基于SCPTU测试确定软土压缩模量方法研究 [J]. 地下空间与工程学报 , 2014 , 10 ( S1 ): 1606 - 1611 .
YANG Y J , TONG L Y , ZHU N , et al . Evaluation of maximum shear modulus of soft clay from seismic piezocone tests(SCPTU) [J]. Chinese Journal of Underground Space and Engineering , 2014 , 10 ( S1 ): 1606 - 1611 . (in Chinese)
SHIBATA T , MIMURA M , SHRIVASTAVA A K . Use of RI-cone penetrometer in foundation engineering [C]. International conference on soil mechanics and foundation engineering . 1994 : 147 - 150 .
MIMURA M . Performace of RI Cone Penetrometers in Sand Deposits [C]. Proc Int. Symp. on Cone Penetrometer Testing, CPT'95 . 1995 , 2 : 55 - 60 .
加瑞 , 张稳军 . ND-CPT测量非均质地层密度剖面的研究 [J]. 岩土力学 , 2015 , 36 ( S1 ): 685 - 690 .
JIA R , ZHANG W J . Study of density profile of heterogeneous strata measured by ND-CPT [J]. Rock and Soil Mechanics , 2015 , 36 ( S1 ): 685 - 690 . (in Chinese)
PINCUS H J , CAMPANELLA R G , KOKAN M J . A new approach to measuring dilatancy in saturated sands [J]. Geotechnical Testing Journal , 1993 , 16 ( 4 ): 485 . doi: 10.1520/gtj10288j http://dx.doi.org/10.1520/gtj10288j
HIRSCHFELD T , DEATON T , MILANOVICH F , et al . Feasibility of using fiber optics for monitoring groundwater contaminants [J]. Optical Engineering , 1983 , 22 : 527 - 531 . doi: 10.1117/12.7973192 http://dx.doi.org/10.1117/12.7973192
CHUDYK W A , CARRABBA M M , KENNEY J E . Remote detection of groundwater contaminants using far-ultraviolet laser-induced fluorescence [J]. Analytical Chemistry , 1985 , 57 ( 7 ): 1237 - 1242 . doi: 10.1021/ac00284a017 http://dx.doi.org/10.1021/ac00284a017
HRYCIW R D , RASCHKE S A . Development of computer vision technique for in situ soil characterization [J]. Transportation Research Record , 1996 , 1526 ( 1 ): 86 - 97 . doi: 10.1177/0361198196152600111 http://dx.doi.org/10.1177/0361198196152600111
HRYCIW R D , SHIN S , GHALIB A M . High resolution site characterization by visCPT with application to hydrogeology [C]. Proc., Soil and Rock America 2003 , 2003 , 1 : 334 - 339 .
ZIELINSKI G W , GUNLEIKSRUD T , SAETTEM J , et al . Deep heatflow measurements in quaternary sediments on the Norwegian continental shelf [C]. Offshore Technology Conference. Houston , Texas. Offshore Technology Conference , 1986 . doi: 10.4043/5183-ms http://dx.doi.org/10.4043/5183-ms
RANDOLPH M F , HEFER P A , GEISE J M , et al . Improved seabed strenght profiling using T-bar penetrometer [C]. Offshore Site Investigation and Foundation Behaviour : New Frontiers-Proceedings of an International Conference. OnePetro , 1998 .
PEUCHEN J , ADRICHEM J , HEFER P A . Practice notes on push-in penetrometers for offshore geotechnical investigation [C]. Proceedings of the International Symposium on Frontiers in Offshore Geotechnics (ISFOG) , Perth, Australia . 2005 : 19 - 21 . doi: 10.1201/noe0415390637.ch117 http://dx.doi.org/10.1201/noe0415390637.ch117
RANDOLPH M , CASSIDY M , GOURVENEC S , et al . Challenges of offshore geotechnical engineering [C]. Proceedings of the international conference on soil mechanics and geotechnical engineering. AA Balkema Publishers , 2005 , 16 ( 1 ): 123 .
STANDARDS N . Marine soil investigations [J]. G-001 , rev, 2004 , 2 .
RANDOLPH M F . 2nd McClelland lecture:analytical contributions to offshore geotechnical engineering [C]. Proceeding of 18th international conference on soil mechanics and geotechnical engineering , Paris , 2013 : 85 - 105 .
YAFRATE N J , DEJONG J T . Influence of penetration rate on measured resistance with full flow penetrometers in soft clay [M]. Advances in measurement and modeling of soil behavior , 2007 : 1 - 10 . doi: 10.1061/40917(236)9 http://dx.doi.org/10.1061/40917(236)9
荣琦 . 自落式动力触探FFP测试技术理论与工程应用研究 [D]. 南京 : 东南大学 , 2021 .
RONG Q . Research on Penetration Mechanism and Application of Free Fall Penetration in Offshore Engineering [D]. Nanjing : Southeast University , 2021 . (in Chinese)
ZACNY K , WILSON J , CRAFT J , et al . Robotic lunar geotechnical tool [C]. Earth and Space 2010. Honolulu, Hawaii, USA. Reston, VA : American Society of Civil Engineers , 2010 : 166 - 181 . doi: 10.1061/41096(366)19 http://dx.doi.org/10.1061/41096(366)19
CARRIER III W D , OLHOEFT G R , MENDELL W . Physical properties of the lunar surface [J]. Lunar sourcebook , 1991 : 475 - 594 .
CHERKASOV I I , MIKHEEV V V , SMORODINOV M I , et al . Determination of the structural and mechanical properties of the lunar soil by the automatic lunar station “Luna-13 ”[J]. Journal of Engineering Physics , 1968 , 14 ( 4 ): 309 - 311 . doi: 10.1007/bf00828540 http://dx.doi.org/10.1007/bf00828540
CHERKASOV I I , SHVAREV V V . Soviet investigations of the mechanics of lunar soils [J]. Soil Mechanics and Foundation Engineering , 1973 , 10 ( 4 ): 252 - 256 . doi: 10.1007/bf01704945 http://dx.doi.org/10.1007/bf01704945
SURKOV Y A , BARSUKOV V L , MOSKALYEVA L P , et al . New data on the composition, structure, and properties of Venus rock obtained by Venera 13 and Venera 14 [J]. Journal of Geophysical Research Atmospheres , 1984 , 89 ( S02 ): B393 . doi: 10.1029/jb089is02p0b393 http://dx.doi.org/10.1029/jb089is02p0b393
NASA SP-272, Apollo 14 preliminary science report [R]. 1971 . doi: 10.3133/ofr71152 http://dx.doi.org/10.3133/ofr71152
MITCHELL J K , HOUSTON W N . Static penetration testing on the Moon [C]. European Symposium in Penetration Testing 1st . 1974 : 277 - 284 .
MEYER M P , EHRLICH I R , SLOSS D , et al . International society for terrain-vehicle systems standards [J]. Journal of Terramechanics , 1977 , 14 ( 3 ): 153 - 182 . doi: 10.1016/0022-4898(77)90013-1 http://dx.doi.org/10.1016/0022-4898(77)90013-1
HALEY P W , JURKAT M P , BRADY JR P M . NATO Reference Mobility Model, Edition 1, Users Guide. Volume 2. Obstacle Module [R]. Stevens Inst Of Technology Hoboken Nj Highly Filled Materials Inst , 1979 .
AHLVIN R B , HALEY P W . NATO reference mobility model : Edition II . NRMM user's guide [M]. Vicksburg : US Army Engineer Waterways Experiment Station , 1992 .
RYBANSKY M . Soil trafficability analysis [C]. International Conference on Military Technologies (ICMT) 2015. Brno , Czech Republic . IEEE , 2015 : 1 - 5 . doi: 10.1109/miltechs.2015.7153728 http://dx.doi.org/10.1109/miltechs.2015.7153728
MCCULLOUGH M , JAYAKUMAR P , DASCH J , et al . The Next Generation NATO Reference mobility model development [J]. Journal of Terramechanics , 2017 , 73 : 49 - 60 . doi: 10.1016/j.jterra.2017.06.002 http://dx.doi.org/10.1016/j.jterra.2017.06.002
WASFY T , JAYAKUMAR P . Next-generation NATO reference mobility model complex terramechanics-Part 1: definition and literature review [J]. Journal of Terramechanics , 2021 , 96 : 45 - 57 . doi: 10.1016/j.jterra.2021.02.002 http://dx.doi.org/10.1016/j.jterra.2021.02.002
WASFY T M , JAYAKUMAR P , TOMA E , et al . Next-generation NATO reference mobility model complex terramechanics - Part 2: requirements and prototype [J]. Journal of Terramechanics , 2021 , 96 : 59 - 79 . doi: 10.1016/j.jterra.2021.02.007 http://dx.doi.org/10.1016/j.jterra.2021.02.007
WONG J Y , JAYAKUMAR P , TOMA E , et al . A review of mobility metrics for next generation vehicle mobility models [J]. Journal of Terramechanics , 2020 , 87 : 11 - 20 . doi: 10.1016/j.jterra.2019.10.003 http://dx.doi.org/10.1016/j.jterra.2019.10.003
SHOOP S A . Terrain characterization for trafficability [R]. Cold Regions Research And Engineering Lab Hanover Nh , 1993 .
SCOTT R F . In place measurements of the ocean floor soils by accelerometer [C]. ASCE, et al. Proceedings of the Conference on Civil Engineering in the Oceans-1 . San Francisco : [sn] . 1967 : 419 - 444 .
DAYAL U , ALLEN J H . Instrumented impact cone penetrometer [J]. Canadian Geotechnical Journal , 1973 , 10 ( 3 ): 397 - 409 . doi: 10.1139/t73-034 http://dx.doi.org/10.1139/t73-034
DAYAL U , ALLEN J H . The effect of penetration rate on the strength of remolded clay and sand samples [J]. Canadian Geotechnical Journal , 1975 , 12 ( 3 ): 336 - 348 . doi: 10.1139/t75-038 http://dx.doi.org/10.1139/t75-038
STEGMANN S . Design of a Free-fall Penetrometer for Geotechnical Characterisation of Saturated Sediments and its Geological Application [D]. Bremen : University Bremen , 2007 . doi: 10.1007/978-1-4020-6512-5_18 http://dx.doi.org/10.1007/978-1-4020-6512-5_18
STEPHAN S , KAUL N , VILLINGER H . The Lance Insertion Retardation meter (LIRmeter): an instrument for in situ determination of sea floor properties-technical description and performance evaluation [J]. Marine Geophysical Research , 2012 , 33 ( 3 ): 209 - 221 . doi: 10.1007/s11001-012-9156-2 http://dx.doi.org/10.1007/s11001-012-9156-2
STARK N . Geotechnical investigation of sediment remobilization processes using dynamic penetrometers [D]. Universität Bremen , 2011 . doi: 10.23919/oceans.2011.6106914 http://dx.doi.org/10.23919/oceans.2011.6106914
MORTON J P , O’LOUGHLIN C D , WHITE D J . Centrifuge modelling of an instrumented free-fall sphere for measurement of undrained strength in fine-grained soils [J]. Canadian Geotechnical Journal , 2016 , 53 ( 6 ): 918 - 929 . doi: 10.1139/cgj-2015-0242 http://dx.doi.org/10.1139/cgj-2015-0242
李广信 . 高等土力学 [M]. 北京 : 清华大学出版社 , 2004 .
LI G X . Advanced Soil Mechanics [M]. Beijing : Tsinghua University Press , 2004 . (in Chinese)
赵昭熔 , 曹化平 . 动力触探试验技术的研究与应用 [J]. 铁道工程学报 , 2005 , 22 ( S1 ): 431 - 439 . doi: 10.3969/j.issn.1006-2106.2005.z1.063 http://dx.doi.org/10.3969/j.issn.1006-2106.2005.z1.063
ZHAO Z R , CAO H P . Research and application of test technology for dynamic penetration [J]. Journal of Railway Engineering Society , 2005 , 22 ( S1 ): 431 - 439 . (in Chinese) . doi: 10.3969/j.issn.1006-2106.2005.z1.063 http://dx.doi.org/10.3969/j.issn.1006-2106.2005.z1.063
STOLL R D , SUN Y F , BITTE I . Seafloor properties from penetrometer tests [J]. IEEE Journal of Oceanic Engineering , 2007 , 32 ( 1 ): 57 - 63 . doi: 10.1109/joe.2007.890943 http://dx.doi.org/10.1109/joe.2007.890943
ALBATAL A , STARK N . In situ geotechnical early site assessment of a proposed wave energy converter site in Yakutat, Alaska, using a portable free-fall penetrometer [J]. Advancement of Using Portable Free Fall Penetrometers for Geotechnical Site Characterization of Energetic Sandy Nearshore Areas , 2018 : 66 .
BLAKE A P , O'LOUGHLIN C D , MORTON J P , et al . In situ measurement of the dynamic penetration of free-fall projectiles in soft soils using a low-cost inertial measurement unit [J]. Geotechnical Testing Journal , 2016 , 39 ( 2 ): 20140135 . doi: 10.1520/gtj20140135 http://dx.doi.org/10.1520/gtj20140135
MORTON J P , O'LOUGHLIN C D , WHITE D J . Estimation of soil strength in fine-grained soils by instrumented free-fall sphere tests [J]. Géotechnique , 2016 , 66 ( 12 ): 959 - 968 . doi: 10.1680/jgeot.15.p.038 http://dx.doi.org/10.1680/jgeot.15.p.038
ZACNY K , FONG T , WILSON J , et al . Percussive dynamic cone penetrometer for geotechnical surface assessment with a planetary rover [C]. NLSI Lunar Science Conference. 2008 , 1415 ( 1415 ): 2138 .
NATHAN M P , BARNES F , KO H Y , et al . Mass and energy tradeoffs of axial penetration devices on lunar soil simulant [J]. Engineering, Construction, and Operations in space-III: Space'92 , 1992 , 1 : 441 - 457 .
SEWERYN K , SKOCKI K , BANASZKIEWICZ M , et al . Determining the geotechnical properties of planetary regolith using low velocity penetrometers [J]. Planetary and Space Science , 2014 , 99 : 70 - 83 . doi: 10.1016/j.pss.2014.05.004 http://dx.doi.org/10.1016/j.pss.2014.05.004
SEWERYN K , GRYGORCZUK J , WARWRZASZEK R , et al . Low velocity penetrators (LVP) driven by hammering action - definition of the principle of operation based on numerical models and experimental tests [J]. Acta Astronautica , 2014 , 99 : 303 - 317 . doi: 10.1016/j.actaastro.2014.03.004 http://dx.doi.org/10.1016/j.actaastro.2014.03.004
沈毅 . 冲击作动式贯入器及其月壤剖面贯入力学特性研究 [D]. 哈尔滨 : 哈尔滨工业大学 , 2017 .
SHEN Y . Research on the Impact Type Penetrator and Its Mechanical Properties During Penetrating Lunar Regolith Profile [D]. Harbin : Harbin Institute of Technology , 2017 . (in Chinese)
RICKMAN H , SŁABY E , GURGUREWICZ J , et al . CHOMIK: a multi-method approach for studying Phobos [J]. Solar System Research , 2014 , 48 ( 4 ): 279 - 286 . doi: 10.1134/s0038094614040091 http://dx.doi.org/10.1134/s0038094614040091
GRYGORCZUK J , BANASZKIEWICZ M , SEWERYN K , et al . MUPUS insertion device for the Rosetta mission [J]. Journal of telecommunications and information technology , 2007 : 50 - 53 .
SEWERYN K , BANASZKIEWICZ M , BEDNARZ S , et al . The Experimental Results of the Functional Tests of the Mole Penetrator KRET in Different Regolith AnaloguesAerospace Robotics , 2013 : 163 - 171 . doi: 10.1007/978-3-642-34020-8_13 http://dx.doi.org/10.1007/978-3-642-34020-8_13
STOKER C R , GONZALES A , ZAVALETA J R . Moon/Mars underground mole [C]. Proc. 2007 NASA Science Technology Conf . 2007 , 6 .
ZACNY K , WILSON J , ASHLEY A , et al . Geotechnical property tool on NASA AMES K-10 rover [C]. Joint Annual Meeting of LEAG-ICEUM-SRR. 2008 , 1446 : 144 .
SURKOV Y A , et al . Mars-96 mission: Mars exploration with the use of penetrators [J]. Planetary and Space Science , 1998 , 46 ( 11/12 ): 1689 - 1696 . doi: 10.1016/s0032-0633(98)00071-3 http://dx.doi.org/10.1016/s0032-0633(98)00071-3
SMREKAR S , CATLING D , LORENZ R , et al . Deep space 2: the Mars microprobe mission [J]. Journal of Geophysical Research: Planets , 1999 , 104 ( E11 ): 27013 - 27030 . doi: 10.1029/1999je001073 http://dx.doi.org/10.1029/1999je001073
SHIRAISHI H , TANAKA S , FUJIMURA A , et al . The present status of the Japanese Penetrator Mission: lunar-A [J]. Advances in Space Research , 2008 , 42 ( 2 ): 386 - 393 . doi: 10.1016/j.asr.2007.08.022 http://dx.doi.org/10.1016/j.asr.2007.08.022
DE SOUSA J R M , DE AGUIAR C S , ELLWANGER G B , et al . Undrained load capacity of torpedo anchors embedded in cohesive soils [J]. Journal of Offshore Mechanics and Arctic Engineering , 2011 , 133 ( 2 ). doi: 10.1115/1.4001953 http://dx.doi.org/10.1115/1.4001953
KIM Y H , HOSSAIN M S . Dynamic installation of OMNI-Max anchors in clay: numerical analysis [J]. Géotechnique , 2015 , 65 ( 12 ): 1029 - 1037 . doi: 10.1680/jgeot.15.t.008 http://dx.doi.org/10.1680/jgeot.15.t.008
ROBERTSON P K , CAMPANELLA R G . Interpretation of cone penetration tests. Part II: Clay [J]. Canadian Geotechnical Journal , 1983 , 20 ( 4 ): 734 - 745 . doi: 10.1139/t83-079 http://dx.doi.org/10.1139/t83-079
ROBERTSON P K , CAMPANELLA R G . Interpretation of cone penetration tests. Part I: Sand [J]. Canadian Geotechnical Journal , 1983 , 20 ( 4 ): 718 - 733 . doi: 10.1139/t83-078 http://dx.doi.org/10.1139/t83-078
TERZAGHI K . Theoretical Soil Mechanics [M]. Hoboken, NJ, USA : John Wiley & Sons, Inc. , 1943 .
HU G C Y . Bearing capacity of foundations with overburden shear [J]. Sols-Soils , 1965 , 13 : 11 - 18 .
VESIC A B . Bearing capacity of deep foundations in sand [J]. Highway Research Record , 1963 , 39 : 112 - 153 .
BIAREZ J , BUREL M , WACK B . Contribution à l’étude de la force portante des fondations [C]. Proc. , V Intl. Conf. Soil Mech. Found. Eng., Paris, France . 1961 , 1 ( 603 ): 6 .
MEYERHOF G G . The ultimate bearing capacity of wedge-shaped foundations [C]. Proc. 5th ICSMFE . 1961 , 2 : 105 - 109 .
DURGUNOGLU H T , MITCHELL J . Static penetration resistance of soils [R]. 1973
JANBU N , SENNESET K . Effective stress interpretation of in situ static penetration tests [J]. Proceedings of the European Symposium on Penetration Testing ESOPT , 1974 , 2. 2 : 181 - 193 .
CHEN J W , JUANG C H . Determination of drained friction angle of sands from CPT [J]. Journal of Geotechnical Engineering , 1996 , 122 ( 5 ): 374 - 381 . doi: 10.1061/(asce)0733-9410(1996)122:5(374) http://dx.doi.org/10.1061/(asce)0733-9410(1996)122:5(374)
SOKOLOVSKII V V . Statics of Granular Media [M]. Elsevier , 2016 .
YU H S , MITCHELL J K . Analysis of cone resistance: review of methods [J]. Journal of Geotechnical and Geoenvironmental Engineering , 1998 , 124 ( 2 ): 140 - 149 . doi: 10.1061/(asce)1090-0241(1998)124:2(140) http://dx.doi.org/10.1061/(asce)1090-0241(1998)124:2(140)
BISHOP R F , HILL R , MOTT N F . The theory of indentation and hardness tests [J]. Proceedings of the Physical Society , 1945 , 57 ( 3 ): 147 - 159 . doi: 10.1088/0959-5309/57/3/301 http://dx.doi.org/10.1088/0959-5309/57/3/301
CHADWICK P . The quasi-static expansion of a spherical cavity in metals and ideal soils [J]. The Quarterly Journal of Mechanics and Applied Mathematics , 1959 , 12 ( 1 ): 52 - 71 . doi: 10.1093/qjmam/12.1.52 http://dx.doi.org/10.1093/qjmam/12.1.52
LADANYI B , JOHNSTON G H . Behavior of circular footings and plate anchors embedded in permafrost [J]. Canadian Geotechnical Journal , 1974 , 11 ( 4 ): 531 - 553 . doi: 10.1139/t74-057 http://dx.doi.org/10.1139/t74-057
VESIĆ A S . Expansion of cavities in infinite soil mass [J]. Journal of the Soil Mechanics and Foundations Division , 1972 , 98 ( 3 ): 265 - 290 . doi: 10.1061/jsfeaq.0001740 http://dx.doi.org/10.1061/jsfeaq.0001740
BALIGH M M . Strain path method [J]. Journal of Geotechnical Engineering , 1985 , 111 ( 9 ): 1108 - 1136 . doi: 10.1061/(asce)0733-9410(1985)111:9(1108) http://dx.doi.org/10.1061/(asce)0733-9410(1985)111:9(1108)
BALIGH M M . Undrained deep penetration, I: shear stresses [J]. Géotechnique , 1986 , 36 ( 4 ): 471 - 485 . doi: 10.1680/geot.1986.36.4.471 http://dx.doi.org/10.1680/geot.1986.36.4.471
YU H S , HOULSBY G J . Cavity Expansion Theory and Its Application to the Analysis of Pressuremeters [D]. University of Oxford , 1990 . doi: 10.1680/geot.1991.41.2.173 http://dx.doi.org/10.1680/geot.1991.41.2.173
SALGADO R , MITCHELL J K , JAMIOLKOWSKI M . Cavity expansion and penetration resistance in sand [J]. Journal of Geotechnical and Geoenvironmental Engineering , 1997 , 123 ( 4 ): 344 - 354 . doi: 10.1061/(asce)1090-0241(1997)123:4(344) http://dx.doi.org/10.1061/(asce)1090-0241(1997)123:4(344)
SALGADO R , MITCHELL J K , JAMIOLKOWSKI M . Calibration chamber size effects on penetration resistance in sand [J]. Journal of Geotechnical and Geoenvironmental Engineering , 1998 , 124 ( 9 ): 878 - 888 . doi: 10.1061/(asce)1090-0241(1998)124:9(878) http://dx.doi.org/10.1061/(asce)1090-0241(1998)124:9(878)
YASUFUKU N , HYDE A F L . Pile end-bearing capacity in crushable sands [J]. Géotechnique , 1995 , 45 ( 4 ): 663 - 676 . doi: 10.1680/geot.1995.45.4.663 http://dx.doi.org/10.1680/geot.1995.45.4.663
LEVADOUX J N , BALIGH M M . Consolidation after undrained piezocone penetration. I: prediction [J]. Journal of Geotechnical Engineering , 1986 , 112 ( 7 ): 707 - 726 . doi: 10.1061/(asce)0733-9410(1986)112:7(707) http://dx.doi.org/10.1061/(asce)0733-9410(1986)112:7(707)
BALIGH M M , LEVADOUX J N . Consolidation after undrained piezocone penetration. II: interpretation [J]. Journal of Geotechnical Engineering , 1986 , 112 ( 7 ): 727 - 745 . doi: 10.1061/(asce)0733-9410(1986)112:7(727) http://dx.doi.org/10.1061/(asce)0733-9410(1986)112:7(727)
BALIGH M M . Theory of deep site static cone penetration resistance [J]. Massachusetts Inst. of Tech. Report , 1975 . doi: 10.1061/ajgeb6.0000211 http://dx.doi.org/10.1061/ajgeb6.0000211
TEH C I , HOULSBY G T . An analytical study of the cone penetration test in clay [J]. Géotechnique , 1991 , 41 ( 1 ): 17 - 34 . doi: 10.1680/geot.1991.41.1.17 http://dx.doi.org/10.1680/geot.1991.41.1.17
CLEARY M P . Fundamental solutions for a fluid-saturated porous solid [J]. International Journal of Solids and Structures , 1977 , 13 ( 9 ): 785 - 806 . doi: 10.1016/0020-7683(77)90065-8 http://dx.doi.org/10.1016/0020-7683(77)90065-8
ELSWORTH D , LEE D S . Limits in determining permeability from on-the-fly uCPT sounding [J]. Géotechnique , 2007 , 57 ( 8 ): 679 - 685 . doi: 10.1680/geot.2007.57.8.679 http://dx.doi.org/10.1680/geot.2007.57.8.679
LEE D S , ELSWORTH D , HRYCIW R . Hydraulic conductivity measurement from on-the-fly uCPT sounding and from VisCPT [J]. Journal of Geotechnical and Geoenvironmental Engineering , 2008 , 134 ( 12 ): 1720 - 1729 . doi: 10.1061/(asce)1090-0241(2008)134:12(1720) http://dx.doi.org/10.1061/(asce)1090-0241(2008)134:12(1720)
ELSWORTH D . Analysis of piezocone dissipation data using dislocation methods [J]. Journal of Geotechnical Engineering , 1993 , 119 ( 10 ): 1601 - 1623 . doi: 10.1061/(asce)0733-9410(1993)119:10(1601) http://dx.doi.org/10.1061/(asce)0733-9410(1993)119:10(1601)
马海鹏 . 静力触探比贯入阻力与土体抗剪强度相关关系研究 [D]. 北京 : 中国水利水电科学研究院 , 2013 .
MA H P . Correlations of Soil Shear Strength with Specific Penetration Resistance of CPT [D]. Beijing : China Institute of Water Resources and Hydropower Research , 2013 . (in Chinese)
AUGARDE C E , LEE S J , LOUKIDIS D , et al . Numerical modelling of large deformation problems in geotechnical engineering: a state-of-the-art review [J]. Soils and Foundations , 2021 , 61 ( 6 ): 1718 - 1735 . doi: 10.1016/j.sandf.2021.08.007 http://dx.doi.org/10.1016/j.sandf.2021.08.007
CUNDALL P A , HART R D . Numerical modelling of discontinua [J]. Engineering Computations , 1992 , 9 ( 2 ): 101 - 113 . doi: 10.1108/eb023851 http://dx.doi.org/10.1108/eb023851
DE BORST R , VERMEER P A . Possibilites and limitations of finite elements for limit analysis [J]. Géotechnique , 1984 , 34 ( 2 ): 199 - 210 . doi: 10.1680/geot.1984.34.2.199 http://dx.doi.org/10.1680/geot.1984.34.2.199
YI J T , GOH S H , LEE F H , et al . A numerical study of cone penetration in fine-grained soils allowing for consolidation effects [J]. Géotechnique , 2012 , 62 ( 8 ): 707 - 719 . doi: 10.1680/geot.8.p.155 http://dx.doi.org/10.1680/geot.8.p.155
YI J T , LEE F H , GOH S H , et al . Eulerian finite element analysis of excess pore pressure generated by spudcan installation into soft clay [J]. Computers and Geotechnics , 2012 , 42 : 157 - 170 . doi: 10.1016/j.compgeo.2012.01.006 http://dx.doi.org/10.1016/j.compgeo.2012.01.006
VAN D B P . Analysis of Soil Penetration [M]. Delft University Press , 1994 .
WALKER J , YU H S . Adaptive finite element analysis of cone penetration in clay [J]. Acta Geotechnica , 2006 , 1 ( 1 ): 43 - 57 . doi: 10.1007/s11440-006-0005-9 http://dx.doi.org/10.1007/s11440-006-0005-9
QIU G . Numerical analysis of penetration tests in soils [J]. Ports Contain. Ships Futur. Gener. , Hamburg, Germany , 2014 : 183 - 196 .
QIU G , GRABE J . Numerical investigation of bearing capacity due to spudcan penetration in sand overlying clay [J]. Canadian Geotechnical Journal , 2012 , 49 ( 12 ): 1393 - 1407 . doi: 10.1139/t2012-085 http://dx.doi.org/10.1139/t2012-085
LU Q , RANDOLPH M F , HU Y , et al . A numerical study of cone penetration in clay [J]. Géotechnique , 2004 , 54 ( 4 ): 257 - 267 . doi: 10.1680/geot.54.4.257.36358 http://dx.doi.org/10.1680/geot.54.4.257.36358
HUANG A B , MA M Y . An analytical study of cone penetration tests in granular material [J]. Canadian Geotechnical Journal , 1994 , 31 ( 1 ): 91 - 103 . doi: 10.1139/t94-010 http://dx.doi.org/10.1139/t94-010
蒋明镜 . 用于触探试验分析的粒状材料本构模型之展望 [J]. 岩土工程学报 , 2007 , 29 ( 9 ): 1281 - 1288 . doi: 10.3321/j.issn:1000-4548.2007.09.001 http://dx.doi.org/10.3321/j.issn:1000-4548.2007.09.001
JIANG M J . Main features of future constitutive models for granular materials in penetration analysis [J]. Chinese Journal of Geotechnical Engineering , 2007 , 29 ( 9 ): 1281 - 1288 . (in Chinese) . doi: 10.3321/j.issn:1000-4548.2007.09.001 http://dx.doi.org/10.3321/j.issn:1000-4548.2007.09.001
JIANG M J , YU H S , HARRIS D . Discrete element modelling of deep penetration in granular soils [J]. International journal for numerical and analytical methods in geomechanics , 2006 , 30 ( 4 ): 335 - 361 . doi: 10.1002/nag.473 http://dx.doi.org/10.1002/nag.473
刘笋 , 蒋明镜 , 付昌 , 等 . 结构性砂土静力触探试验离散元分析 [J]. 岩土力学 , 2018 , 39 ( 3 ): 933 - 942 .
LIU S , JIANG M J , FU C , et al . Distinct element analysis of cone penetration tests in structured sand ground [J]. Rock and Soil Mechanics , 2018 , 39 ( 3 ): 933 - 942 . (in Chinese)
周健 , 崔积弘 , 贾敏才 , 等 . 静力触探试验的离散元数值模拟研究 [J]. 岩土工程学报 , 2007 , 29 ( 11 ): 1604 - 1610 . doi: 10.3321/j.issn:1000-4548.2007.11.002 http://dx.doi.org/10.3321/j.issn:1000-4548.2007.11.002
ZHOU J , CUI J H , JIA M C , et al . Numerical simulation of cone penetration test by discrete element method [J]. Chinese Journal of Geotechnical Engineering , 2007 , 29 ( 11 ): 1604 - 1610 . (in Chinese) . doi: 10.3321/j.issn:1000-4548.2007.11.002 http://dx.doi.org/10.3321/j.issn:1000-4548.2007.11.002
BUTLANSKA J , ARROYO M , GENS A . Homogeneity and symmetry in DEM models of cone penetration [J]. AIP Conference Proceedings , 2009 , 1145 ( 1 ): 425 - 428 .
杨彦骋 , 邓益兵 , 史旦达 , 等 . 采用环向周期边界的静力触探三维离散元模拟 [J]. 岩石力学与工程学报 , 2016 , 35 ( S1 ): 3372 - 3384 .
YANG Y C , DENG Y B , SHI D D , et al . Three-dimensional DEM simulation of cone penetration test by using circumferential periodic boundary [J]. Chinese Journal of Rock Mechanics and Engineering , 2016 , 35 ( S1 ): 3372 - 3384 . (in Chinese)
POURNAGHIAZAR M , RUSSELL A R , KHALILI N . CPT in unsaturated soils using a new calibration chamber [C]. 2nd International Symposium on Cone Penetration Testing , Huntington Beach, CA, USA . 2010 . doi: 10.1201/b10526-112 http://dx.doi.org/10.1201/b10526-112
HOULSBY G T , HITCHMAN R . Calibration chamber tests of a cone penetrometer in sand [J]. Géotechnique , 1988 , 38 ( 1 ): 39 - 44 . doi: 10.1680/geot.1988.38.1.39 http://dx.doi.org/10.1680/geot.1988.38.1.39
JAMIOLKOWSKI M , GHIONNA V N , LANCELLOTTA R , et al . New correlations of penetration tests for design practice [C]. International symposium on penetration testing ; ISOPT-1 . 1 . 1988 : 263 - 296 .
SCHMERTMANN J H . An updated correlation between relative density DR and Fugro-Type electric cone bearing, qc [J]. Contract report DACW , 1976 , 39 .
HOLDEN J . The calibration of electrical penetrometers in sand [J]. Norwegian Geotechnical Institute Internal Report , 1976 : 152108 - 2 .
HUANG A B , HSU H H . Cone penetration tests under simulated field conditions [J]. Géotechnique , 2005 , 55 ( 5 ): 345 - 354 . doi: 10.1680/geot.2005.55.5.345 http://dx.doi.org/10.1680/geot.2005.55.5.345
PARKIN A , LUNNE T . Boundary effects in the laboratory calibration of a cone penetrometer for sand [J]. Norwegian Geotechnical institute publication , 1982 ( 138 ).
SCHNAID F , HOULSBY G T . An assessment of chamber size effects in the calibration of in situ tests in sand [J]. Géotechnique , 1991 , 41 ( 3 ): 437 - 445 . doi: 10.1680/geot.1991.41.3.437 http://dx.doi.org/10.1680/geot.1991.41.3.437
MULUKUTLA G K , HUFF L C , MELTON J S , et al . Sediment identification using free fall penetrometer acceleration-time histories [J]. Marine Geophysical Research , 2011 , 32 ( 3 ): 397 - 411 . doi: 10.1007/s11001-011-9116-2 http://dx.doi.org/10.1007/s11001-011-9116-2
TRUE D G . Penetration of Projectiles into Seafloor Soils [R]. Defense Technical Information Center , 1975 . doi: 10.21236/ada011808 http://dx.doi.org/10.21236/ada011808
CHOW S H , O'LOUGHLIN C D , WHITE D J , et al . An extended interpretation of the free-fall piezocone test in clay [J]. Géotechnique , 2017 : 1 - 14 . doi: 10.1680/jgeot.16.p.220 http://dx.doi.org/10.1680/jgeot.16.p.220
CHOW S H , O'LOUGHLIN C D , RANDOLPH M F . Soil strength estimation and pore pressure dissipation for free-fall piezocone in soft clay [J]. Géotechnique , 2014 , 64 ( 10 ): 817 - 827 . doi: 10.1680/geot.14.p.107 http://dx.doi.org/10.1680/geot.14.p.107
MORTON J , O'LOUGHLIN C D . Dynamic penetration of a sphere in clay [C]. Offshore Site Investigation and Geotechnics : Integrated Technologies-Present and Future. OnePetro , 2012 .
STEINER A , L’HEUREUX J S , KOPF A , et al . An in situ free-fall piezocone penetrometer for characterizing soft and sensitive clays at finneidfjord (northern Norway) [C]. Submarine Mass Movements and Their Consequences , 2012 : 99 - 109 . doi: 10.1007/978-94-007-2162-3_9 http://dx.doi.org/10.1007/978-94-007-2162-3_9
LOW H , RANDOLPH M , DEJONG J T , et al . Variable rate full-flow penetration tests intact and remoulded soil [C]. Variable rate full-flow penetration tests intact and remoulded soil. Taylor & Francis , 2008 : 1087 - 1092 .
EINAV I , RANDOLPH M . Effect of strain rate on mobilised strength and thickness of curved shear bands [J]. Géotechnique , 2006 , 56 ( 7 ): 501 - 504 . doi: 10.1680/geot.2006.56.7.501 http://dx.doi.org/10.1680/geot.2006.56.7.501
韩聪聪 . 组合动力锚安装全过程试验研究 [D]. 大连 : 大连理工大学 , 2019 . doi: 10.1016/j.oceaneng.2020.107173 http://dx.doi.org/10.1016/j.oceaneng.2020.107173
HAN C C . Physical Modelling of the Entire Installation Process of the Hybrid Dynamically Installed Anchor [D]. Dalian : Dalian University of Technology , 2019 . (in Chinese) . doi: 10.1016/j.oceaneng.2020.107173 http://dx.doi.org/10.1016/j.oceaneng.2020.107173
BISCONTIN G , PESTANA J M . Influence of peripheral velocity on vane shear strength of an artificial clay [J]. Geotechnical Testing Journal , 2001 , 24 ( 4 ): 423 - 429 . doi: 10.1520/gtj11140j http://dx.doi.org/10.1520/gtj11140j
HILL R . The Mathematical Theory of Plasticity [M]. Oxford University Press , 1998 .
HOPKINS H G . Dynamic expansion of spherical cavities in metals [J]. Progress in solid mechanics , 1960 , 1 ( 3 ): 83 - 164 .
FORRESTAL M J . Penetration into soil targets [J]. International Journal of Impact Engineering , 1992 , 12 ( 3 ): 427 - 444 . doi: 10.1016/0734-743x(92)90167-r http://dx.doi.org/10.1016/0734-743x(92)90167-r
LUK V K . Penetration into semi-infinite reinforced-concrete targets with spherical and ogival nose projectiles [J]. International Journal of Impact Engineering , 1987 , 6 ( 4 ): 291 - 301 . doi: 10.1016/0734-743x(87)90096-0 http://dx.doi.org/10.1016/0734-743x(87)90096-0
SHI C C , WANG M , LI J , et al . A model of depth calculation for projectile penetration into dry sand and comparison with experiments [J]. International Journal of Impact Engineering , 2014 , 73 : 112 - 122 . doi: 10.1016/j.ijimpeng.2014.06.010 http://dx.doi.org/10.1016/j.ijimpeng.2014.06.010
刘均伟 , 张先锋 , 刘闯 , 等 . 空腔膨胀理论靶体阻力模型及其应用研究进展 [J]. 爆炸与冲击 , 2021 , 41 ( 10 ): 4 - 30 . doi: 10.11883/bzycj-2021-0010 http://dx.doi.org/10.11883/bzycj-2021-0010
LIU J W , ZHANG X F , LIU C , et al . Research progress of target resistance model of cavity expansion theory and its application [J]. Explosion and Shock Waves , 2021 , 41 ( 10 ): 4 - 30 . (in Chinese) . doi: 10.11883/bzycj-2021-0010 http://dx.doi.org/10.11883/bzycj-2021-0010
SABETAMAL H , CARTER J P , NAZEM M , et al . Numerical study of the effects of strain rate on the behaviour of dynamically penetrating anchors in clay [C]. The 7th International Conference on Computational Methods (ICCM 2016 ). 2016. doi: 10.1016/j.compgeo.2016.04.005 http://dx.doi.org/10.1016/j.compgeo.2016.04.005
CARTER J P , NAZEM M , AIREY D W , et al . Dynamic analysis of free-falling penetrometers in soil deposits [C]. GeoFlorida 2010 : Advances in Analysis, Modeling & Design , 2010 : 53 - 68 . doi: 10.1061/41095(365)3 http://dx.doi.org/10.1061/41095(365)3
NAZEM M , CARTER J P , AIREY D W , et al . Dynamic analysis of a smooth penetrometer free-falling into uniform clay [J]. Géotechnique , 2012 , 62 ( 10 ): 893 - 905 . doi: 10.1680/geot.10.p.055 http://dx.doi.org/10.1680/geot.10.p.055
KIM Y H , HOSSAIN M S , WANG D , et al . Numerical investigation of dynamic installation of torpedo anchors in clay [J]. Ocean Engineering , 2015 , 108 : 820 - 832 . doi: 10.1016/j.oceaneng.2015.08.033 http://dx.doi.org/10.1016/j.oceaneng.2015.08.033
KIM Y H , HOSSAIN M S , WANG D , et al . Effect of strain rate and strain softening on embedment depth of a torpedo anchor in clay [J]. Ocean Engineering , 2015 , 108 : 704 - 715 . doi: 10.1016/j.oceaneng.2015.07.067 http://dx.doi.org/10.1016/j.oceaneng.2015.07.067
LIU H , XU K , ZHAO Y . Numerical investigation on the penetration of gravity installed anchors by a coupled Eulerian-Lagrangian approach [J]. Applied Ocean Research , 2016 , 60 : 94 - 108 . doi: 10.1016/j.apor.2016.09.002 http://dx.doi.org/10.1016/j.apor.2016.09.002
RAIE M S , TASSOULAS J L . Installation of torpedo anchors: numerical modeling [J]. Journal of Geotechnical and Geoenvironmental Engineering , 2009 , 135 ( 12 ): 1805 - 1813 . doi: 10.1061/(asce)gt.1943-5606.0000159 http://dx.doi.org/10.1061/(asce)gt.1943-5606.0000159
LIU J , BU N , HAN C , et al . Numerical modelling on anchor-soil-water interaction for dynamic installation of gravity installed anchors [J]. Ocean Engineering , 2022 , 244 : 110412 . doi: 10.1016/j.oceaneng.2021.110412 http://dx.doi.org/10.1016/j.oceaneng.2021.110412
刘君 , 张雨勤 . FFP在黏土中贯入过程的CFD模拟 [J]. 力学学报 , 2018 , 50 ( 1 ): 167 - 176 . doi: 10.6052/0459-1879-17-284 http://dx.doi.org/10.6052/0459-1879-17-284
LIU J , ZHANG Y Q . Cfd simulation on the penetration of ffp into uniform clay [J]. Chinese Journal of Theoretical and Applied Mechanics , 2018 , 50 ( 1 ): 167 - 176 . (in Chinese) . doi: 10.6052/0459-1879-17-284 http://dx.doi.org/10.6052/0459-1879-17-284
LIU J , ZHANG Y Q . Numerical simulation on the dynamic installation of the OMNI-max anchors in clay using a fluid dynamic approach [C]. Internatronal Conference on Offshore Mechanics and Arctic Engineering. American Society of Mechanical Engigeers , 2017 , 57779 : V009T10 A 003 . doi: 10.1115/omae2017-61570 http://dx.doi.org/10.1115/omae2017-61570
张金利 , 郝佳伟 . 鱼雷锚贯入土体过程数值分析 [J]. 水利与建筑工程学报 , 2015 , 13 ( 4 ): 33 - 39 . doi: 10.3969/j.issn.1672-1144.2015.04.007 http://dx.doi.org/10.3969/j.issn.1672-1144.2015.04.007
ZHANG J L , HAO J W . Numerical analysis of torpedo anchor penetration in soil [J]. Journal of Water Resources and Architectural Engineering , 2015 , 13 ( 4 ): 33 - 39 . (in Chinese) . doi: 10.3969/j.issn.1672-1144.2015.04.007 http://dx.doi.org/10.3969/j.issn.1672-1144.2015.04.007
WEISS P , YUNG K L , KÖMLE N , et al . Thermal drill sampling system onboard high-velocity impactors for exploring the subsurface of Europa [J]. Advances in Space Research , 2011 , 48 ( 4 ): 743 - 754 . doi: 10.1016/j.asr.2010.01.015 http://dx.doi.org/10.1016/j.asr.2010.01.015
WEISS P , YUNG K L . Feasibility study of a lunar landing area navigation network deployed by impacting micro-probes [J]. Planetary and Space Science , 2010 , 58 ( 6 ): 893 - 903 . doi: 10.1016/j.pss.2010.02.007 http://dx.doi.org/10.1016/j.pss.2010.02.007
ZAMBRANO-CRUZATTY L , YERRO A . Numerical simulation of a free fall penetrometer deployment using the material point method [J]. Soils and Foundations , 2020 , 60 ( 3 ): 668 - 682 . doi: 10.1016/j.sandf.2020.04.002 http://dx.doi.org/10.1016/j.sandf.2020.04.002
TRUE D . Undrained vertical penetration into ocean bottom soils [M]. University of California , Berkeley , 1976
DE ARAUJO J B , MACHADO R D , DE MEDEIROS JUNIOR C J . High holding power torpedo pile: results for the first long term application [C]. International Gonference on Offshore Mechanics and Arctic Engineering , 2004 , 37432 : 417 - 421 . doi: 10.1115/omae2004-51201 http://dx.doi.org/10.1115/omae2004-51201
LIENG J T , TJELTA T I , SKAUGSET K . Installation of two prototype deep penetrating anchors at the gjoa field in the north sea [C]. Offshore Technology Conference. OnePetro , 2010 . doi: 10.4043/20758-ms http://dx.doi.org/10.4043/20758-ms
Jr MEDEIROS C J . Low cost anchor system for flexible risers in deep waters [C]. Offshore Technology Conference. OnePetro , 2002 . doi: 10.4043/14151-ms http://dx.doi.org/10.4043/14151-ms
STEINER A , KOPF A J , L'HEUREUX J S , et al . In situ dynamic piezocone penetrometer tests in natural clayey soils-a reappraisal of strain-rate corrections [J]. Canadian Geotechnical Journal , 2014 , 51 ( 3 ): 272 - 288 . doi: 10.1139/cgj-2013-0048 http://dx.doi.org/10.1139/cgj-2013-0048
O'LOUGHLIN C D , RICHARDSON M D , RANDOLPH M F , et al . Penetration of dynamically installed anchors in clay [J]. Géotechnique , 2013 , 63 ( 11 ): 909 - 919 . doi: 10.1680/geot.11.p.137 http://dx.doi.org/10.1680/geot.11.p.137
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