Citation: | MAYongzheng, . Using triaxial unloading tests to simulate the marine soil sampling process[J]. Hydrogeology & Engineering Geology, 2017, 44(1): 97-103. |
[1] |
[1]MARCIAL D, DELAGE P, CUI Y J. On the high stress compression of bentonites [J]. Canadian Geotechnical Journal,2002,39(4):812-820.
|
[2] |
[2]李文平,张志勇,孙如华,等. 深部粘土高压K0蠕变试验及其微观结构各向异性特点[J].岩土工程学报, 2006,28(10):1185-1190.
[LI W P,ZHANG Z Y,SUN R H, et al. High pressure K0 creep experiment and the anisotropy of microstructure of deep buried clay[J]. Chinese Journal of Geotechnical Engineering, 2006,28(10):1185-1190.(in Chinese)]
|
[3] |
[3]李文平,孙如华,王维理,等. 深部土高压卸载变形结构性量化参数确定及本构模型[J]. 工程地质学报, 2007,15(3):384-390.
[LI W P,SUN R H, WANG W L, et al. Constitutive model and structural parameter for unloading deformation of clay soils at high pressure from triaxial testing[J]. Chinese Journal of Engineering Geology, 2007,15(3): 384-390. (in Chinese)]
|
[4] |
[4]Jiang Ming-jing, Hongo T, Fukuda M, et al. Pre-failure behavior of deep-situated Osaka clay[J].China Ocean Engineering, 1998, 12(4): 453-465.
|
[5] |
[5]商翔宇,郑秀忠,周国庆. 高压下饱和黏土B系数研究[J]. 岩土工程学报, 2015,37(3):532-536.
[SHANG X Y, ZHENG X Z, ZHOU G Q. Coefficient B of saturated clay under high pressure[J]. Chinese Journal of Geotechnical Engineering 2015,37(3): 532-536. (in Chinese)]
|
[6] |
[6]马金荣,秦勇,周国庆. 黏土的高压三轴剪切特性研究[J]. 中国矿业大学学报,2008,37(2):176-179.
[MA J R, QIN Y, ZHOU G Q. Research on Tri-Axial Shear Properties of Clay Under High Pressures[J]. Journal of China University of Mining & Technology, 2008,37(2):176-179. (in Chinese)]
|
[7] |
[7]赵晓东,周国庆,王博. 深部重塑土高压应力路径试验研究[J].中国矿业大学学报,2009,38(4):471-475.
[ZHAO X D, ZHOU G Q, WANG B. Study of the Stress Paths Tests for the Deep Reconstituted Soils at High Pressure[J]. Journal of China University of Mining & Technology, 2009,38(4):471-475. (in Chinese)]
|
[8] |
[8]刘涛,崔逢,张美鑫.深海海床孔隙水压力原位观测技术研究进展[J].水利学报,2015,46(增刊1):111-116.
[LIU T,CUI F,ZHANG M X. Research progress of deep seabed pore pressure observation techniques in situ[J]. Chinese Journal of Hydraulic Engineering, 2015,46(Sup 1):111-116. (in Chinese)]
|
[9] |
[9]孔令伟, 郭爱国, 陈守义, 等. 浅层天然气井喷对地层的损伤影响与桩基工程危害分析[J]. 防灾减灾工程学报, 2004, 24(4): 375-381.
[KONG L W, GUO A G, CHEN S Y, et al. Influence of shallow natural gas blowout on stratum damage and hazard analysis of pile foundation[J]. Journal of Disaster Prevention and Mitigation Engineering, 2004, 24(4): 375-381. (in Chinese)]
|
[10] |
[10]Zhang Rong-tang, Lunne T. Deepwater sample disturbance due to stress relief[J]. Chinese Journal of Geotechnical Engineering, 2003,25(3):356-360.
|
[11] |
[11]李军霞, 王常明, 张先伟, 等. 两种滨海相软土固结特性的试验研究[J]. 水文地质工程地质,2009,36(5): 35-39.
[LI J X, WANG C M, ZHANG X W, et al. Experimental study on consolidation properties of two marine soft soils[J]. Hydrogeology & Engineering Geology, 2009, 36(5): 35-39. (in Chinese)]
|