›› 2017, Vol. 38 ›› Issue (1): 133-140.doi: 10.16285/j.rsm.2017.01.017
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
XIONG Huan1, GUO Lin2, CAI Yuan-qiang1, 2
CLC Number:
TU 411
[1] | ZHUANG Xin-shan, ZHAO Han-wen, WANG Jun-xiang, HUANG Yong-jie, HU Zhi . Quantitative research on morphological characteristics of hysteretic curves of remolded weak expansive soil under cyclic loading [J]. Rock and Soil Mechanics, 2020, 41(6): 1845-1854. |
[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] | MA Wei-jia, CHEN Guo-xing, WU Qi, . Experimental study on liquefaction resistance of coral sand under complex loading conditions [J]. Rock and Soil Mechanics, 2020, 41(2): 535-542. |
[4] | HUANG Yu-hua, XU Lin-rong, ZHOU Jun-jie, CAI Yu, . Calculation of pile-soil stress in pile-net composite foundation based on improved Terzarghi method [J]. Rock and Soil Mechanics, 2020, 41(2): 667-675. |
[5] | 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. |
[6] | LIU Jia-shun, WANG Lai-gui, ZHANG Xiang-dong, LI Xue-bin, ZHANG Jian-jun, REN Kun, . Cyclic triaxial test on saturated silty clay under partial drainage condition with variable confining pressure [J]. Rock and Soil Mechanics, 2019, 40(4): 1413-1419. |
[7] | SHENG Yun-feng, CHEN Yuan, ZHOU Wei, MA Gang, CHANG Xiao-lin, . Dynamic response analysis of rockfill dam based on modified dynamic shear modulus model [J]. Rock and Soil Mechanics, 2018, 39(S2): 405-414. |
[8] | ZHENG Jin-xiu, ZHANG Jian-hai, GAO Ke-jing. Regression analysis of support measures of underground powerhouses and support strength criteria [J]. , 2018, 39(S1): 303-310. |
[9] | CHEN Si-li, LI Yan-yu, ZHOU Hui, HU Da-wei. Three-parameter twin ?2 strength criterion based on ultimate stress ratio and its application [J]. , 2018, 39(6): 1948-1954. |
[10] | TIAN Yu, YAO Yang-ping, LUO Ting. Explanation and modeling of non-coaxiality of soils from anisotropy [J]. , 2018, 39(6): 2035-2042. |
[11] | JIANG Wen-yu, LIU Yi, . Determination of neutral plane depth and pile-soil stress ratio of the rigid pile composite foundation [J]. Rock and Soil Mechanics, 2018, 39(12): 4554-4560. |
[12] | JIANG Jing-shan, CHENG Zhan-lin, ZUO Yong-zhen, DING Hong-shun,. Experimental investigation on strength characteristic of coarse-grained materials in three-dimensional stress state [J]. , 2018, 39(10): 3581-3588. |
[13] | ZHOU Zheng-long, CHEN Guo-xing, ZHAO Kai, WU Qi, MA Wei-jia. Effect of the direction angle of cyclic loading on undrained cyclic behavior of saturated silt [J]. , 2018, 39(1): 36-44. |
[14] | CHEN Wei-zhong, MA Chi-shuai, TIAN Hong-ming, YANG Jian-ping,. Discussion on rockburst predictive method applying to TBM tunnel construction [J]. , 2017, 38(S2): 241-249. |
[15] | LI Lian-xiang, HUANG Jia-jia, FU Qing-hong, CHENG Xiao-yang, HU Feng, . Centrifuge experimental study of mechanical properties of composite foundation with different replacement rates under additional load [J]. , 2017, 38(S1): 131-139. |
|