Citation: | CAI Hao, YE Guanlin, LAN Lixin, ZHANG Qi, ZHU Wenxuan. Research progress on disturbance mechanisms, evaluation methods and control measures for sampling of soft clay[J]. Chinese Journal of Geotechnical Engineering, 2025, 47(2): 225-233. DOI: 10.11779/CJGE20231161 |
[1] |
李广信, 张丙印, 于玉贞. 土力学[M]. 北京: 清华大学出版社, 2013.
LI Guangxin, ZHANG Bingyin, YU Yuzhen. Soil mechanics[M]. Beijing: Tsinghua University Press, 2013. (in Chinese)
|
[2] |
HVORSLEV M J. Subsurface exploration and sampling of soil for civil engineering purposes[C]// Waterways Experiment Station. Vicksburg, 1949.
|
[3] |
SKEMPTON A W, SOWA V A. The behaviour of saturated clays during sampling and testing[J]. Géotechnique, 1963, 13(4): 269-290. doi: 10.1680/geot.1963.13.4.269
|
[4] |
LADD C C, LAMBE T W. The strength of "undisturbed" clay determined from undrained tests[M]//Laboratory Shear Testing of Soils. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2009: 342-342-30.
|
[5] |
BALIGH M M, AZZOUZ A S, CHIN C T. Disturbances due to "ideal" tube sampling[J]. Journal of Geotechnical Engineering, 1987, 113(7): 739-757. doi: 10.1061/(ASCE)0733-9410(1987)113:7(739)
|
[6] |
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)
|
[7] |
LUNNE T, BERRE T, STRANDVIK S. Sample disturbance effects in soft low plastic Norwegian clay[C]// Recent developments in soil and pavement mechanics, Ria de Janeiro, Brazil, 1997: 81-102.
|
[8] |
LUNNE T, BERRE T, ANDERSEN K H, et al. Effects of sample disturbance and consolidation procedures on measured shear strength of soft marine Norwegian clays[J]. Canadian Geotechnical Journal, 2006, 43(7): 726-750. doi: 10.1139/t06-040
|
[9] |
KARLSRUD K, HERNANDEZ-MARTINEZ F G. Strength and deformation properties of Norwegian clays from laboratory tests on high-quality block samples[J]. Canadian Geotechnical Journal, 2013, 50(12): 1273-1293. doi: 10.1139/cgj-2013-0298
|
[10] |
RUTLEDGE P C. Relation of undisturbed sampling to laboratory testing[J]. Transactions of the American Society of Civil Engineers, 1944, 109(1): 1155-1183. doi: 10.1061/TACEAT.0005758
|
[11] |
SANTAGATA M C, GERMAINE J T. Sampling disturbance effects in normally consolidated clays[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2002, 128(12): 997-1006. doi: 10.1061/(ASCE)1090-0241(2002)128:12(997)
|
[12] |
顾晓强, 杨峻, 黄茂松, 等. 砂土剪切模量测定的弯曲元、共振柱和循环扭剪试验[J]. 岩土工程学报, 2016, 38(4): 740-746. doi: 10.11779/CJGE201604020
GU Xiaoqiang, YANG Jun, HUANG Maosong, et al. Combining bender element, resonant column and cyclic torsional shear tests to determine small strain shear modulus of sand[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(4): 740-746. (in Chinese) doi: 10.11779/CJGE201604020
|
[13] |
王建华, 程国勇, 张立. 取样扰动引起土层剪切波速变化的试验研究[J]. 岩石力学与工程学报, 2004, 23(15): 2604-2608.
WANG Jianhua, CHENG Guoyong, ZHANG Li. Study on variation of shear wave velocity caused by sampling disturbance[J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(15): 2604-2608. (in Chinese)
|
[14] |
DONOHUE S, LONG M. Assessment of sample quality in soft clay using shear wave velocity and suction measurements[J]. Géotechnique, 2010, 60(11): 883-889. doi: 10.1680/geot.8.T.007.3741
|
[15] |
HORNG V, TANAKA H, OBARA T. Effects of sampling tube geometry on soft clayey sample quality evaluated by nondestructive methods[J]. Soils and Foundations, 2010, 50(1): 93-107. doi: 10.3208/sandf.50.93
|
[16] |
DONOHUE S, LONG M. Suction measurements as indicators of sample quality in soft clay[J]. Geotechnical Testing Journal, 2009, 32(3): 286-296. doi: 10.1520/GTJ101416
|
[17] |
DONOHUE S, LONG M. Suction measurements as indicators of sample quality in soft clay[J]. Geotechnical Testing Journal, 2009, 32(3): 286-296. doi: 10.1520/GTJ101416
|
[18] |
PINEDA J A, LIU X F, SLOAN S W. Effects of tube sampling in soft clay: a microstructural insight[J]. Géotechnique, 2016, 66(12): 969-983. doi: 10.1680/jgeot.15.P.217
|
[19] |
KONNI G R. Influence of soil properties and composition, and applied hydraulic pressures on sample quality of Pusan clays[J]. European Journal of Engineering and Technology Research, 2017, 2(1): 32-38.
|
[20] |
SANTAGATA M, GERMAINE J T. Effect of OCR on sampling disturbance of cohesive soils and evaluation of laboratory reconsolidation procedures[J]. Canadian Geotechnical Journal, 2005, 42(2): 459-474. doi: 10.1139/t04-104
|
[21] |
LUKAS W G, DEGROOT D J, DEJONG J T, et al. Undrained shear behavior of low-plasticity intermediate soils subjected to simulated tube-sampling disturbance[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2019, 145(1): 04018098. doi: 10.1061/(ASCE)GT.1943-5606.0001967
|
[22] |
ANDRESEN A. The NGI 54-mm samplers for undisturbed sampling of clays and representative sampling of coarser materials, state of the art on current practice of soil sampling[C]// Progressing of The International Symposium of Soil Sampling, Singapore, 1979.
|
[23] |
HATHEWAY A. Soil Mechanics in Engineering Practice, 3rd Edition[M]. 2rd ed. New York: Wiley, 1996.
|
[24] |
HONG Z S, HAN J. Evaluation of sample quality of sensitive clay using intrinsic compression concept[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2007, 133(1): 83-90. doi: 10.1061/(ASCE)1090-0241(2007)133:1(83)
|
[25] |
HONG Z S, ONITSUKA K. A method of correcting yield stress and compression index of ariake clays for sample disturbance[J]. Soils and Foundations, 1998, 38(2): 211-222. doi: 10.3208/sandf.38.2_211
|
[26] |
BUTTERFIELD R. A natural compression law for soils (an advance on e-lgp')[J]. Géotechnique, 1979, 29(4): 469-480. doi: 10.1680/geot.1979.29.4.469
|
[27] |
DEJONG J T, KRAGE C P, ALBIN B M, et al. Work-based framework for sample quality evaluation of low plasticity soils[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2018, 144(10): 04018074. doi: 10.1061/(ASCE)GT.1943-5606.0001941
|
[28] |
TSUCHIDA T. Evaluation of undrained shear strength of soft clay with consideration of sample quality[J]. Soils and Foundations, 2000, 40(3): 29-42. doi: 10.3208/sandf.40.3_29
|
[29] |
CARROLL R, LONG M. Sample disturbance effects in silt[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2017, 143(9): 04017061. doi: 10.1061/(ASCE)GT.1943-5606.0001749
|
[30] |
杨守华, 魏汝龙. 土样扰动对正常固结黏土强度及压缩特性的影响[J]. 水利水运科学研究, 1992(1): 73-83.
YANG Shouhua, WEI Rulong. Influence of sampling disturbances on strength and consolidation behavior of normally consolidated clay[J]. Hydro-Science and Engineering, 1992(1): 73-83. (in Chinese)
|
[31] |
LEFEBVRE G, POULIN C. A new method of sampling in sensitive clay[J]. Canadian Geotechnical Journal, 1979, 16(1): 226-233. doi: 10.1139/t79-019
|
[32] |
ROCHELLE P L, SARRAILH J, TAVENAS F, et al. Causes of sampling disturbance and design of a new sampler for sensitive soils[J]. Canadian Geotechnical Journal, 1981, 18(1): 52-66. doi: 10.1139/t81-006
|
[33] |
TANAKA H, SHARMA P, TSUCHIDA T, et al. Comparative study on sample quality using several types of samplers[J]. Soils and Foundations, 1996, 36(2): 57-68. doi: 10.3208/sandf.36.2_57
|
[34] |
高大钊, 张少钦, 姜安龙, 等. 取样扰动对土的工程性质指标影响的试验研究[J]. 工程勘察, 2006, 34(3): 6-10.
GAO Dazhao, ZHANG Shaoqin, JIANG Anlong, et al. Experimental study on influence of sampling disturbance to indices for engineering properties of soils[J]. Journal of Geotechnical Investigation & Surveying, 2006, 34(3): 6-10. (in Chinese)
|
[35] |
李高山, 潘永坚, 周江锋. 取样方法对饱和软土物理力学指标影响机理研究[J]. 工程勘察, 2019, 47(3): 9-16.
LI Gaoshan, PAN Yongjian, ZHOU Jiangfeng. Study on the influence mechanism of sampling on physical and mechanical indexes of saturated soft soil[J]. Geotechnical Investigation & Surveying, 2019, 47(3): 9-16. (in Chinese)
|
[36] |
BJERRUM L. Problems of soil mechanics and construction on soft clays and structurally unstable soils (collapsible, expansive and others)[C]// The 8th International Conference on Computational Mechanics of Solids and Structures. Singapore, 1973.
|
[37] |
LADD C C, FOOTT R. New design procedure for stability of soft clays[J]. Journal of the Geotechnical Engineering Division, 1974, 100(7): 763-786.
|
[38] |
TANAKA H, SHIWAKOTI D R, TANAKA M. Applicability of shansep method to six different natural clays, using triaxial and direct shear tests[J]. Soils and Foundations, 2003, 43(3): 43-55.
|
[1] | Prediction of Elastic Modulus and Uniaxial Compression Failure of Basalt Based on Nanoindentation Experiment and Upscaling methods[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20240541 |
[2] | LIU Xian, YANG Zhen-hua, MEN Yan-qing. Temporal variation laws of longitudinal stress on cross section of shield tunnels[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(1): 188-193. DOI: 10.11779/CJGE202101022 |
[3] | WEI Ran, WU Shuai-feng, WANG Xiao-gang, CAI Hong. Theoretical basis and application verification of scale effects of deformation characteristics of rockfill[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(S1): 161-166,213. DOI: 10.11779/CJGE2020S1032 |
[4] | LIANG Fa-yun, JIA Ya-jie, DENG Hang, YAO Xiao-qing. Discussions on elastic parameters of soil for land subsidence caused by decompression of confined aquifer in deep excavation[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(z2): 29-32. DOI: 10.11779/CJGE2017S2008 |
[5] | YANG Guang-hua, HUANG Zhi-xing, LI Zi-yun, JIANG Yan, LI De-ji. Simplified method for nonlinear settlement calculation in soft soils considering lateral deformation[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(9): 1697-1704. DOI: 10.11779/CJGE201709018 |
[6] | TONG Li-yuan, TU Qi-zhu, DU Guang-yin, CAI Guo-jun. Determination of confined compression modulus of soft clay using piezocone penetration tests[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 569-572. |
[7] | WANG Li-yan, GAO Peng, CHEN Guo-xing, FU Ren-jian. Experimental study on deformation behavior and shear strength of mixed soil blended with steel slag[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 126-132. |
[8] | YAN Dong-xu, XU Wei-ya, WANG Wei, SHI Chong, SHI An-chi, WU Guan-ye. Research of size effect on equivalent elastic modulus of columnar jointed rock mass[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(2): 243-250. |
[9] | MEN Kai, HE Keqiang, GUO Dong, SUN Linna, ZHANG Wen. Discussion on "Nonlinear settlement computation of the soil foundation with the undisturbed soil tangent modulus method"[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(2): 309-310. |
[10] | Shi Zhaoji, Feng Wanling, Zhang Zhanji. The Measurement of Dynamic Young's Modulus by Resonant Column Method[J]. Chinese Journal of Geotechnical Engineering, 1985, 7(6): 25-32. |
1. |
史金权,王磊,张轩铭,赵航,吴秉阳,赵航行,刘汉龙,肖杨. 微生物加固钙质砂地基电阻率特性试验研究. 岩土工程学报. 2024(02): 244-253 .
![]() | |
2. |
马乾玮,张洁雅,曹家玮,董晓强. 基于电阻率表征的固化镉污染土的力学特性. 太原理工大学学报. 2024(05): 823-831 .
![]() | |
3. |
张婧,杨四方,张宏,曹函,陆爱灵,唐卫平,廖梦飞. 碳中和背景下MICP技术深化与应用. 现代化工. 2023(11): 75-79+84 .
![]() | |
4. |
崔雪,田斌,卢晓春,熊勃勃,冯程鑫. 基于电阻率的滑坡土体含水率贝叶斯LSTM网络模型预测研究. 水电能源科学. 2022(03): 182-185 .
![]() |