Citation: | DONG Tong, ZHENG Ying-Ren, KONG Liang, ZHE Mei. Compression method for hollow cylinder specimens of saturated remolded clay and its application[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(s1): 43-47. DOI: 10.11779/CJGE2017S1009 |
[1] |
LIN H, PENUMADU D. Experimental investigation on principal stress rotation in Kao line lay[J]. Journal of Geotechnical and Geoenvironmental Engineering. ASCE, 2005, 131(5): 633-642.
|
[2] |
YASUHARA K, YAMANOUCHI T, HIRAO K. Cyclic strength and deformation of normally consolidated clay[J]. Soils and Foundations, 1982, 22(3): 77-91.
|
[3] |
张泉芳, 赵 宇, 黄 博, 等. 空心圆柱扭剪仪重塑样击实器的研制[J]. 实验室研究与探索, 2008, 27(5): 42-44, 84. (ZHANG Quan-fang, ZHAO Yu, HUANG Bo, et al. Development of a compacting instrument for reconstituted samples in hollow cylinder apparatus[J]. Research and Exploration in Library, 2008, 27(5): 42-44, 84. (in Chinese))
|
[4] |
YASUHARA K, MURAKAMI S, SONG B, et al. Post cyclic degradation of strength and stiffness for low plasticity silt[J]. Journal of Geotechnical and Geoenvironmental Engineering. ASCE, 2003, 129(8): 756-769.
|
[5] |
HYDE A, WARD S. A pore pressure and stability model for a silty clay under repeated loading[J]. Géotechnique, 1985, 35(2): 113-125.
|
[6] |
聂 影. 复杂应力条件下饱和重塑黏土动力特性试验研究[D]. 大连: 大连理工大学, 2008. (NIE Ying. Experimental study on dynamic behavior of saturated clay under complex stress condition[D]. Dalian: Dalian University of Technology, 2008. (in Chinese))
|
[7] |
齐剑峰. 饱和黏土循环剪切特性与软化变形的研究[D]. 大连: 大连理工大学, 2007. (QI Jian-feng. A study on cyclic shear behavior and softening deformation of saturated clay[D]. Dalian: Dalian University of Technology, 2007. (in Chinese))
|
[8] |
沈 扬, 王保光, 陶明安, 等. 重塑黏土空心圆柱试样制备技术改进及应用[J]. 岩土力学, 2015, 36(增刊1): 697-701. (SHEN Yang, WANG Bao-guang, TAO Ming-an. et al. Improvement of preparing technique for hollow cylinder specimen of remolded clay and its application[J]. Soil and Rock Mechanics, 2015, 36(S1): 697-701. (in Chinese))
|
[9] |
中国人民解放军后勤工程学院. 一种半自动多功能土工试验压样机:中国,2014207036669[P]. 2015-01-26. (Logistical Engineering University of PLA. A semi-automatic multi-function specimen presser: China, 2014207036669[P]. 2015-01-26. (in Chinese))
|
[10] |
中华人民共和国水利部. GB/T 50123—1999土工试验方法标准[S]. 1999. (PRC Minister of Water Resources. GB/T 50123—1999 Standard for soil test method[S]. 1999. (in Chinese))
|
[11] |
CHAUDARG S K, KAWANO J, HASHIMOTO S, et al. Effects of initial fabric and shearing direction on cyclic deformation characteristics of sands[J]. Soils and Foundations, 2002, 42(1): 147-157.
|
[12] |
李立青, 蒋明镜, 苏佳兴, 等. 制备TJ–1模拟月壤空心圆柱试样的新方法[J]. 冰川冻土, 2011, 33(4): 927-932. (LI Li-qing, JIANG Ming-jing, SU Jia-xing, et al. A new preparation method of hollow cylinder specimen for TJ-1 Lunar soil simulant[J]. Journal of Glaciology and Geocryology, 2011, 33(4): 927-932. (in Chinese))
|
[13] |
中国人民解放军后勤工程学院. 一种空心圆柱试样饱和器:中国, 2015103905378[P]. 2015-10-21. (Logistical Engineering University of PLA. A hollow cylinder specimen saturator: China, 2015103905378[P]. 2015-10-21. (in Chinese))
|
[14] |
SYMES M J, GENS A, HIGHT D W. Drained principal stress rotation in saturated sand[J]. Géotechnique, 1988, 38(1): 58-81.
|
[1] | HUANG Man, WU Yuewei, LIU Dan, HONG Chenjie, DU Shigui, LUO Zhanyou. Experimental study on size effect of shear strength of joints with different infill ratios[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(9): 1820-1830. DOI: 10.11779/CJGE20230549 |
[2] | QIAN Jiangu, LIN Zhiqiang. Shear strength behaviors of unsaturated expansive soils with dual-porosity structure[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(3): 486-494. DOI: 10.11779/CJGE20220112 |
[3] | ZHAO Yu-xin, LIU Yan, LI Xu, LUO Ya-sheng. Comparative analysis and parameter determination method of shear strength models for unsaturated clayey soils[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(S1): 126-131. DOI: 10.11779/CJGE2022S1023 |
[4] | LIU Qi-fei, ZHUANG Hai-yang, CHEN Jia, WU Qi, CHEN Guo-xing. Tests on shear strength and failure mode of rubber particle-sand mixtures[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(10): 1887-1895. DOI: 10.11779/CJGE202110015 |
[5] | LIU Jiang-tao, YANG Zheng-dong, SUN Fei-da, GUO Yi-peng, LAI Zheng-fa, YAN Rui-jing. Shear strength of lacustrine deposits in soft soil area of Kunming[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 125-129. DOI: 10.11779/CJGE2014S2021 |
[6] | TANG Zhi-cheng. Modified Jennings shear strength criterion based on mechanical weakening model of rock bridges[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(11): 2093-2099. |
[7] | HUANG Bo, WANG Qing-jing, LING Dao-sheng, DING Hao, CHEN Yun-min. Effects of back pressure on shear strength of saturated sand in triaxial tests[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(7): 1313-1319. |
[8] | TONG Zhiyi, CHEN Congxin, XU Jian, ZHANG Gaochao, LU Wei. Selection of shear strength of structural plane based on adhesion friction theory[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(9): 1367-1371. |
[9] | SUN Shulin, WANG Lifeng. Comparison of shear strength between saturated and unsaturated sandy silt[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(11): 1932-1935. |
[10] | LAI Guowei. Study on the macro-shear strength of filled materials in earth-rock dams[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(2): 239-242. |
1. |
陈世江,刘宏伟,李涛,岳虎,刘建刚,余江. 岩体节理粗糙度定量化评价新模型. 煤田地质与勘探. 2025(03): 156-166 .
![]() |