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11 November 2021, Volume 42 Issue 11
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A calculation method for the bearing capacity of saturated soil under undrained conditions
SONG Er-xiang, FU Hao, LI Xian-jie,
2021, 42 (11): 2919-2924. doi:
10.16285/j.rsm.2021.5725
Abstract
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103
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PDF
(271 KB) (
30
)
Optimal curing humidity for compacted bentonite-sand mixtures
ZHANG Hu-yuan, DING Zhi-nan, TAN Yu, ZHU Jiang-hong, CAO Zhi-wei,
2021, 42 (11): 2925-2933. doi:
10.16285/j.rsm.2021.5507
Abstract
(
82
) |
PDF
(940 KB) (
26
)
Quantitative identification of failure behaviors of 3D printed rock-like specimen containing a single hole and double cracks
LIU Xiang-hua, ZHANG Ke, LI Na, QI Fei-fei, YE Jin-ming,
2021, 42 (11): 3017-3028. doi:
10.16285/j.rsm.2021.5521
Abstract
(
89
) |
PDF
(677 KB) (
20
)
The effect of initial water content on the consolidation of dredged slurry under vacuum preloading
SUN Hong-lei, LU Yi, PAN Xiao-dong, SHI Li, CAI Yuan-qiang,
2021, 42 (11): 3029-3040. doi:
10.16285/j.rsm.2021.5180
Abstract
(
89
) |
PDF
(426 KB) (
16
)
Mechanical properties and strength criterion of Zhanjiang structured clay in three-dimensional stress state
LIU Bing-heng, KONG Ling-wei, SHU Rong-jun, LI Tian-guo,
2021, 42 (11): 3090-3100. doi:
10.16285/j.rsm.2021.5396
Abstract
(
65
) |
PDF
(388 KB) (
9
)
Nonlocal peridynamic method for porous media seepage simulation
MA Peng-fei, LI Shu-chen, WANG Xiu-wei, ZHOU Hui-ying, WANG Man-ling, ZHAO Yi-min
2021, 42 (11): 3147-3156. doi:
10.16285/j.rsm.2021.5340
Abstract
(
78
) |
PDF
(418 KB) (
12
)
Reliability analysis of slope and random response of anti-sliding pile considering spatial variability of rock mass properties
ZHANG Wen-gang, WANG Qi, CHEN Fu-yong, CHEN Long-long, WANG Lu-qi, WANG Lin, ZHANG Yan-mei, WANG Yu-qi, ZHU Xing,
2021, 42 (11): 3157-3168. doi:
10.16285/j.rsm.2021.5464
Abstract
(
97
) |
PDF
(414 KB) (
13
)
Dynamic responses of saturated soft soil foundation under high-speed train load
HU Jing, TANG Yue, ZHANG Jia-kang, DENG Tao
2021, 42 (11): 3169-3181. doi:
10.16285/j.rsm.2021.5572
Abstract
(
116
) |
PDF
(1529 KB) (
20
)
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