Citation: | WANG Yan-sen, JIA Jin-bo, LENG Yang-guang. Strength properties of unloading confining pressure of long-term K0-consolidated artifical frozen clay under high pressure[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(9): 1636-1644. DOI: 10.11779/CJGE201709011 |
[1] |
马芹永. 人工冻结法的理论与施工技术[M]. 北京: 人民交通出版社, 2007. (MA Qin-yong. Theory and cinstruction technology of artificial freezing method[M]. Beijing: China Communications Press, 2007. (in Chinese))
|
[2] |
马 巍, 吴紫汪, 常小晓. 固结过程对冻土应力-应变特性的影响[J]. 岩土力学, 2000, 21(3): 198-200. (MA Wei, WU Zi-wang, CHANG Xiao-xiao. Effects of consolidation process on stress-strain characters of tjaeles[J]. Rock and Soil Mechanics, 2000, 21(3): 198-200. (in Chinese))
|
[3] |
许延春. 深部饱和黏土的力学性质特征[J]. 煤炭学报, 2004, 29(1): 26-30. (XU Yan-chun. Mechanics characteristics of deep saturated clay[J]. Journal of China Coal Society, 2004, 29(1): 26-30. (in Chinese))
|
[4] |
李文平, 张志勇, 孙如华, 等. 深部黏土高压 K 0 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 Wen-ping, ZHANG Zhi-yong, SUN Ru-hua, et al. High pressure K 0 creep experiment and the anisotropy of microstructure of deep buried clay[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(10): 1185-1190. (in Chinese))
|
[5] |
商翔宇. 不同应力水平深部黏土力学特性研究[D]. 徐州:中国矿业大学, 2009. (SHANG Xiang-yu. Study on the mechanical properties of deep clay under various stress level[D]. Xuzhou: China University of Mining and Technology, 2009. (in Chinese))
|
[6] |
WATABE Y, TSUCHIDA T, ADACHI K. Undrained shear strength of pleistocene clay in Osaka Bay[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2002, 128(3): 216-226.
|
[7] |
李海鹏, 林传年, 张俊兵, 等. 原状与重塑人工冻结黏土抗压强度特征对比试验研究[J]. 岩土力学与工程学报, 2003, 22(2): 2861-2864. (LI Hai-peng, LIN Chuan-nian, ZHANG Jun-bing, et al. Comparative testing study on strength behaviour of undisturbed and remolded frozen clay[J]. Chinese Journal of Rock Mechanics and Engineering, 2003, 22(2): 2861-2864. (in Chinese))
|
[8] |
王衍森, 程建平, 薛利兵, 等. 冻结法凿井冻结壁内外部冻胀力的工程实测及分析[J]. 中国矿业大学学报, 2008, 3(38): 303-308. (WANG Yan-sen, CHENG Jian-ping, XUE Li-bing, et al. In-situ measurements and analysis of frost-heave pressure inside and outside the ice wall during freeze sinking[J]. Journal of China University of Mining and Technology, 2009, 38(3): 303-308. (in Chinese))
|
[9] |
王大雁, 马 巍, 常小晓. K 0 固结后卸载状态下冻土应力-应变特性研究[J]. 岩石力学与工程学报, 2004, 23(8): 1252-1256. (WANG Da-yan, MA Wei, CHANG Xiao-xiao. Study on behavior of stress-strain for frozen soils subjected to K 0 consolidation by unloading triaxial shear tests[J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(8): 1252-1256. (in Chinese))
|
[10] |
赵晓东, 周国庆, 陈国舟. 温度梯度冻结黏土破坏形态及抗压强度分析[J]. 岩土工程学报, 2010, 32(12): 1856-1860. (ZHAO Xiao-dong, ZHOU Guo-qing, CHEN Guo-zhou. Failure modes and compression strength of frozen clay under thermal gradient[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(12): 1856-1860. (in Chinese))
|
[11] |
WANG D Y, MA W, WEN Z, et al. Study on strength of artificially frozen soils in deep alluvium[J]. Tunnelling and Underground Space Technology, 2008, 23(4): 381-388.
|
[12] |
GURYANOV I E, 马 巍. 加荷与卸荷过程中冻土的强度特性[J]. 冰川冻土, 1995, 18(10): 53-57. (GURYANOV I E, MA Wei. Strength of frozen clay under loading and unloading[J]. Journal of Glaciology and Geocryology, 1996, 18(1): 53-57. (in Chinese))
|
[13] |
田怀植, 王大雁, 马 巍, 等. 高压力作用下深部黏土冻结后卸载应力路径的力学性质研究[J]. 冰川冻土, 2010, 32(2): 351-357. (TIAN Huai-zhi, WANG Da-yan, MA Wei, et al. Study of the mechanical properties of frozen deep-buried clay under high pressures in unloaded state[J]. Journal of Glaciology and Geocryology, 2010, 32(2): 351-357. (in Chinese))
|