›› 2005, Vol. 26 ›› Issue (9): 1464-1468.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
HUANG Xian-zhi 1,2, BAI Xiao-hong1
CLC Number:
[1] | KONG Xian-jing, NING Fan-wei, LIU Jing-mao, ZOU De-gao, ZHOU Chen-guang, . Influences of stress paths and saturation on particle breakage of rockfill materials [J]. Rock and Soil Mechanics, 2019, 40(6): 2059-2065. |
[2] | GONG Feng-qiang, WU Wu-xing, LI Tian-bin, SI Xue-feng, . Simulation experimental study of spalling failure of surrounding rock of rectangular tunnel of deep hard rock [J]. Rock and Soil Mechanics, 2019, 40(6): 2085-2098. |
[3] | LI Jian-peng, GAO Ling, MU Huan-sheng. Dilatancy characteristics of sandstone and its function of dilatancy angle under high confining pressure and unloading conditions [J]. Rock and Soil Mechanics, 2019, 40(6): 2119-2126. |
[4] | LI Shu-zhao, WANG Zhong-chang, JIA Xu, HE Lin-lin, . Simplified calculation method for cyclic bearing capacity of suction anchors with taut mooring in soft clay [J]. Rock and Soil Mechanics, 2019, 40(5): 1704-1712. |
[5] | ZHOU Xiao-wen, CHENG Li, ZHOU Mi, WANG Qi, . Behavior of ball penetration in clay in centrifuge testing [J]. Rock and Soil Mechanics, 2019, 40(5): 1713-1720. |
[6] | ZHAO Ding-feng, LIANG Ke, CHEN Guo-xing, XIONG Hao, ZHOU Zheng-long, . Experimental investigation on a new incremental pore pressure model characterized by shear-volume strain coupling effect [J]. Rock and Soil Mechanics, 2019, 40(5): 1832-1840. |
[7] | LI Xiu-lei, LI Jin-feng, SHI Jian-yong, . Elastoplastic constitutive model for municipal solid waste considering the effect of fibrous reinforcement [J]. Rock and Soil Mechanics, 2019, 40(5): 1916-1924. |
[8] | FU Hong-yuan, LIU Jie, ZENG Ling, BIAN Han-bing, SHI Zhen-ning, . Deformation and strength tests of pre-disintegrating carbonaceous mudstone under loading and soaking condition [J]. Rock and Soil Mechanics, 2019, 40(4): 1273-1280. |
[9] | LI Xin-ming, KONG Ling-wei, GUO Ai-guo, . Stress-strain behavior of expansive soil under K0 condition with different unloading rates [J]. Rock and Soil Mechanics, 2019, 40(4): 1299-1306. |
[10] | LUO Dan-ni, SU Guo-shao, HE Bao-yu, . True triaxial test on rockburst of granites with different water saturations [J]. Rock and Soil Mechanics, 2019, 40(4): 1331-1340. |
[11] | WANG Juan-juan, HAO Yan-zhou, WANG Tie-hang. Experimental study of structural characteristics of unsaturated compacted loess [J]. Rock and Soil Mechanics, 2019, 40(4): 1351-1357. |
[12] | LIANG Ke, CHEN Guo-xing, HE Yang, LIU Jing-ru, . An new method for calculation of dynamic modulus and damping ratio based on theory of correlation function [J]. Rock and Soil Mechanics, 2019, 40(4): 1368-1376. |
[13] | ZHENG Guo-feng, GUO Xiao-xia, SHAO Long-tan, . Experimental verification of an unsaturated shear strength criterion based on the state surface expression [J]. Rock and Soil Mechanics, 2019, 40(4): 1441-1448. |
[14] | ZHANG Jing-ke, SHAN Ting-ting, WANG Yu-chao, WANG Nan, FAN Meng, ZHAO Lin-yi, . Mechanical properties of soil-grout interface of anchor system in earthen sites [J]. Rock and Soil Mechanics, 2019, 40(3): 903-912. |
[15] | HU Tian-fei, LIU Jian-kun, WANG Tian-liang, YUE Zu-run, . Effect of freeze-thaw cycles on deformation characteristics of a silty clay and its constitutive model with double yield surfaces [J]. Rock and Soil Mechanics, 2019, 40(3): 987-997. |