Rock and Soil Mechanics ›› 2020, Vol. 41 ›› Issue (1): 342-352.doi: 10.16285/j.rsm.2018.1896
• Testing Technology • Previous Articles Next Articles
ZHOU Jia-zuo1, WEI Chang-fu1, 2, WEI Hou-zhen1, YANG Zhou-jie2, LI Li-xin2, LI Yan-long3, DING Gen-rong4
CLC Number:
| [1] | DONG Lin, CHEN Qiang, XIA Kun, LI Yan-cang, LI Yan, WANG Xiao-lei. Effects of plasticity on liquefaction and cyclic softening characteristics of fine-grained soils [J]. Rock and Soil Mechanics, 2025, 46(S1): 228-237. |
| [2] | HUANG De-xin, WEN Tao, CHEN Ning-sheng, . Methods for determining residual strength of rock considering energy evolution [J]. Rock and Soil Mechanics, 2025, 46(9): 2825-2836. |
| [3] | XU Wei-wei, XIE Zun-dang, FU Zhong-zhi, MI Zhan-kuan, . Research and application on true triaxial test of coarse-grained soil using Shen’s elastoplastic model [J]. Rock and Soil Mechanics, 2025, 46(8): 2559-2572. |
| [4] | CHEN Jia-rui, FAN Bao-yun, YE Jian-hong, ZHANG Chun-shun, . Particle breakage and its evolution model of calcareous sand through triaxial tests [J]. Rock and Soil Mechanics, 2025, 46(7): 2095-2105. |
| [5] | WU Jia-yuan, WANG Hua-ning, SONG Fei, HU Tao, JIANG Ming-jing, . A semi-analytical wellbore stability model considering strain-softening behaviors of energy-related sediments and the entire exploitation process [J]. Rock and Soil Mechanics, 2025, 46(7): 2121-2134. |
| [6] | HU Feng-hui, FANG Xiang-wei, SHEN Chun-ni, WANG Chun-yan, SHAO Sheng-jun, . Experiment on particle breakage, strength, and dilatancy of coral sand under true triaxial conditions [J]. Rock and Soil Mechanics, 2025, 46(7): 2147-2159. |
| [7] | ZHANG Tao-yi, WANG Jia-quan, LIN Zhi-nan, TANG Yi, . Influences of fines content on strength deterioration and static shear characteristics of gravelly soil subgrade [J]. Rock and Soil Mechanics, 2025, 46(4): 1141-1152. |
| [8] | WANG Meng-jie, ZHANG Sha-sha, YANG Xiao-hua, ZHANG Chao, YAN Chang-gen, . Dynamic characteristics of silty clay in flood irrigation areas under cyclic loading [J]. Rock and Soil Mechanics, 2025, 46(4): 1215-1227. |
| [9] | JIN Lei, LI Jing-jing, LI Xin-ming, SUN Han-qing, . Finite difference method-discrete element method simulation of flexible boundary conditions and their influence on the drained and undrained triaxial shear behavior of sands [J]. Rock and Soil Mechanics, 2025, 46(3): 980-990. |
| [10] | CHANG Jian-mei, TIAN Shi-long, LI Xiang, FENG Huai-ping, KUVANDIK Lesov, . Dynamic shear performance and meso-effect of railway ballast improved with tire-derived aggregate of different shapes [J]. Rock and Soil Mechanics, 2025, 46(3): 721-728. |
| [11] | WANG Ying, LIU Jia-yi, GAO Meng, KONG Xiang-xiao, . Experiment on dynamic characteristics of deep-sea gas-bearing energy soil under seismic loading [J]. Rock and Soil Mechanics, 2025, 46(2): 457-466. |
| [12] | WANG Ze-chi, SHAO Shuai, SHAO Sheng-jun, WU Hao, ZHANG Bin, ZHANG Shao-ying. Wetting deformation characteristics of undisturbed loess under true triaxial stress-water path [J]. Rock and Soil Mechanics, 2025, 46(11): 3451-3461. |
| [13] | JIANG jian-qing, LUO Min-hua, HU Shi-hong, LIU Zhi-hao, . True triaxial test study on the influence of intermittent joint occurrence on sandstone failure characteristics [J]. Rock and Soil Mechanics, 2025, 46(10): 3077-3092. |
| [14] | ZHANG Sheng, XU Ding-ping, SHI Han-ming, WU Xiao-gang, YI Ming-shang, . Study on evolution pattern of characteristic parameters and damage variables of deeply buried granite under pre-peak cyclic disturbance [J]. Rock and Soil Mechanics, 2025, 46(1): 73-87. |
| [15] | LI Zong-en, LIU Xing-yan, ZHENG Qing-song, HU Qi, PAN Qian-tong, . Influence of connectivity on mechanical properties of rock samples with structural planes of varying dip angles [J]. Rock and Soil Mechanics, 2025, 46(1): 244-256. |
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