Rock and Soil Mechanics ›› 2025, Vol. 46 ›› Issue (3): 721-728.doi: 10.16285/j.rsm.2024.0649
• Fundamental Theory and Experimental Research • Previous Articles Next Articles
CHANG Jian-mei1, TIAN Shi-long1, LI Xiang2, FENG Huai-ping1, KUVANDIK Lesov3
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] | YU Zhao-sheng, CHEN Xiao-bin, ZHOU Yu-qing, LÜ Xin-long, . Release rate of disintegration surface and disintegration characteristics of red-layer soft rock [J]. Rock and Soil Mechanics, 2025, 46(S1): 285-296. |
| [3] | SUN Hong-lin, LI Wei, WANG Ying-he, HUANG Guo-liang, LIAO Xin, HUANG Liang, . Causes and countermeasures for ballastless track subgrade upheaval of high-speed railway [J]. Rock and Soil Mechanics, 2025, 46(S1): 389-402. |
| [4] | MIAO Ri-cheng, TANG Bei, QI Fei, JIANG Zhi-an, CUI Wei, . Discrete element method simulation of rock breaking by tunnel boring machine disc cutter considering the effects of random fractures [J]. Rock and Soil Mechanics, 2025, 46(S1): 541-552. |
| [5] | 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. |
| [6] | LAO Guo-feng, YANG Jun-sheng, XIE Yi-peng, TANG Chong, XU Zhi-peng, . A peak shear strength model of continuously graded granular soils based on skeleton structure indices [J]. Rock and Soil Mechanics, 2025, 46(8): 2459-2470. |
| [7] | 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. |
| [8] | SUN Chuang, PU Yun-bo, AO Yun-he, TAO Qi, . Mechanical properties of freeze-thaw water-saturated fissured sandstone and its characterization of fine-scale fracture evolution [J]. Rock and Soil Mechanics, 2025, 46(8): 2339-2352. |
| [9] | 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. |
| [10] | 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. |
| [11] | GAO Ping-hong, GAO Chen-bo, PENG Cheng-wei, LIU Fei-yu, . Model test and discrete element analysis of granite residual soil slopes under rainfall conditions [J]. Rock and Soil Mechanics, 2025, 46(5): 1632-1642. |
| [12] | 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. |
| [13] | 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. |
| [14] | WANG Jia-quan, WU Xin-biao, DONG Cheng-feng, ZHANG Tao-yi, . Direct shear tests on sand-contaminated ballast based on SmartRock sensing technology [J]. Rock and Soil Mechanics, 2025, 46(4): 1060-1070. |
| [15] | 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. |
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