Rock and Soil Mechanics ›› 2018, Vol. 39 ›› Issue (12): 4698-4706.doi: 10.16285/j.rsm.2017.0788
• Testing Technology • Previous Articles
ZHOU En-quan1, ZHU Xiao-dong1, LU Jian-fei1, WANG Bing-hui2
CLC Number:
[1] | ZHENG Fang, SHAO Sheng-jun, SHE Fang-tao, YUAN Hao, . True triaxial shear tests of remolded loess under different matrix suctions [J]. Rock and Soil Mechanics, 2020, 41(S1): 156-162. |
[2] | FANG Jin-jin, FENG Yi-xin, YU Yong-qiang, LI Zhen, LIN Zhi-bin. Wetting deformation characteristics of intact loess under true triaxial conditions [J]. Rock and Soil Mechanics, 2020, 41(4): 1235-1246. |
[3] | ZHANG Feng, CHEN Guo-xing, WU Qi, ZHOU Zheng-long. Experimental study on undrained behavior of saturated silt subject to wave loading [J]. Rock and Soil Mechanics, 2019, 40(7): 2695-2702. |
[4] | FANG Jin-jin, FENG Yi-xin, ZHAO Wei-long, WANG Li-ping, YU Yong-qiong, . Nonlinear constitutive model for intact loess in true tri-axial tests [J]. Rock and Soil Mechanics, 2019, 40(2): 517-528. |
[5] | XU Cheng-shun, DOU Peng-fei, DU Xiu-li, CHEN Su, HAN Jun-yan, . Large-scale shaking table model test of liquefiable free field [J]. Rock and Soil Mechanics, 2019, 40(10): 3767-3777. |
[6] | HUANG Wei, XIANG Wei, WANG Jing-e, CHENG Chao-jie, CUI De-shan, LIU Qing-bing,. Development and application of digital image processing technology based soil tensile apparatus [J]. , 2018, 39(9): 3486-3494. |
[7] | LIU Jia-shun, ZHANG Xiang-dong, SUN Jia-bao, YANG Jian-jun, FANG Tian-jian. Experimental study on the pore pressure and deformation of saturated silty clay under K0 consolidation and principal stress axis rotation [J]. , 2018, 39(8): 2787-2794. |
[8] | ZHU Jun-gao, LU Yang-yang, JIANG Ming-jie, CHU Fu-yong,. Development and application of new apparatus for K0 test [J]. , 2018, 39(8): 3071-3076. |
[9] | CHEN Chao-bin, YE Guan-lin. Development of small-strain triaxial apparatus using LVDT sensors and its application to soft clay test [J]. , 2018, 39(6): 2304-2310. |
[10] | FANG Jin-jin, FENG Yi-xin, ZHU Chang-xing,. Mechanical characteristics of Q3 intact loess in true triaxial tests [J]. , 2018, 39(5): 1699-1708. |
[11] | ZHOU Hui, JIANG Yue, LU Jing-jing, HU Da-wei, ZHANG Chuan-qing, CHEN Jun, LI Zhen, . Study of hollow cylinder torsional apparatus for rock [J]. , 2018, 39(5): 1917-1922. |
[12] | CHENG Zhuang, WANG Jian-feng. A mini-triaxial apparatus for testing of micro-scale mechanical behavior of granular soils [J]. , 2018, 39(3): 1123-1129. |
[13] | ZHOU Hui, HUANG Lei , JIANG Yue, LU Jing-jing, ZHANG Chuan-qing, HU Da-wei, LI Zhen, . Critical problems and research progress on the development of rock hollow cylinder torsional shear apparatus [J]. Rock and Soil Mechanics, 2018, 39(12): 4295-4304. |
[14] | XUE Chen, FU Wen-xi, HE Si-ming,. Development of assembled variable dimension direct shear apparatus [J]. , 2018, 39(10): 3907-3914. |
[15] | CHEN Shi-jie, MA Wei, LI Guo-yu, LIU En-long, ZHANG Ge, . Development and application of triaxial apparatus of frozen soil used in conjunction with medical CT [J]. , 2017, 38(S2): 359-367. |
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