Rock and Soil Mechanics ›› 2025, Vol. 46 ›› Issue (3): 881-893.doi: 10.16285/j.rsm.2024.0687
• Fundamental Theory and Experimental Research • Previous Articles Next Articles
XU Qing-zhao, SHI Wen-bao, CHANG Ju-cai, MIAO Zhuang, YAN Ao-yun, LI Chuan-ming, QI Chao
CLC Number:
| [1] | ZHANG Sheng, BAI Wei, XU Ding-ping, ZHENG Hong, JIANG Quan, LI Zhi-wei, XIANG Tian-bing, . Experimental and theoretical study on sandstone damage evolution under cyclic loading based on acoustic emission and resistivity monitoring [J]. Rock and Soil Mechanics, 2025, 46(S1): 53-66. |
| [2] | SONG Yu, DING Song, CHEN Kai-bin, JIANG Jia-hui, YANG Cheng-kun, CHEN Yu-jie, ZHANG Jian-wei, ZHENG Jun-jie. Dissolution characterization of zinc-contaminated soils cured by activated magnesium oxide based on carbonation [J]. Rock and Soil Mechanics, 2025, 46(S1): 92-105. |
| [3] | HUANG Man, NING Hao-sheng, HONG Chen-jie, TAO Zhi-gang, LIU Yu-xing, ZHANG He, . Shear behaviors of infilled joints reinforced with second-generation negative Poisson’s ratio bolts [J]. Rock and Soil Mechanics, 2025, 46(S1): 131-140. |
| [4] | LIU Yi-ming, LI Zhen, FENG Guo-rui, YANG Peng, BAI Jin-wen, HUANG Bing-xiong, LI Dong, . Acoustic-thermal response characteristics and precursor law of fissured sandstone under cyclic loading and unloading [J]. Rock and Soil Mechanics, 2025, 46(9): 2773-2791. |
| [5] | SHEN Yang, SHEN Jia-yi, LIANG Hui, FAN Ke-wei. Triaxial tests on simulated calcareous sand based on 3D printing technology [J]. Rock and Soil Mechanics, 2025, 46(8): 2353-2362. |
| [6] | LEI Rui-de, GU Qing-heng, HU Chao, HE Pei, ZHOU Lin-sen, . Acoustic emission signal characteristics and precursory recognition of rock failure in fractured sandstone [J]. Rock and Soil Mechanics, 2025, 46(7): 2023-2038. |
| [7] | CHU Chao-qun, BAO Xing-jia, MAO Ming-fa, WU Shun-chuan, CUI He-jia, . Experimental study of acoustic emission characteristics and failure forms of deep-buried limestone under triaxial compression [J]. Rock and Soil Mechanics, 2025, 46(7): 2049-2061. |
| [8] | LYU Meng, WANG Liang-qing, XIE Ni, ZHU Lin-feng, AN Cai-long, KE Rui, WANG Xu-chen, . Shear characteristics and acoustic emission response characteristics of anchored heterogeneous structural plane [J]. Rock and Soil Mechanics, 2025, 46(7): 2106-2120. |
| [9] | 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. |
| [10] | MA Chun-de, KANG Zi-hao, YANG Wen-yuan, TAN Guan-shuang, ZHAO Jun-kang, . Experimental study on directional independence of multi-stage stress memory in granite under different loading rates [J]. Rock and Soil Mechanics, 2025, 46(6): 1709-1718. |
| [11] | TANG Ju-peng, HUANG Lei, PAN Yi-shan, REN Ling-ran, ZHANG Xin, ZHANG Zhong-hua, . Experimental study on coal and gas outburst simulation in abrupt change area of coal seam dip [J]. Rock and Soil Mechanics, 2025, 46(6): 1719-1730. |
| [12] | HAN Shi-ying, WANG Hang-long, PENG Jun, ZHU Jun-xing, WANG Lin-fei, PAN Kun, . Experimental investigation on influence of structural plane on rockburst characteristics of hard surrounding rock in a deep-buried tunnel [J]. Rock and Soil Mechanics, 2025, 46(6): 1765-1776. |
| [13] | JIANG Hai-bo, LU Yan, LI Lin, ZHANG Jun, . Strength characteristics and damage evolution law of expansive soil in water conveyance channel under dry-wet and freeze-thaw action [J]. Rock and Soil Mechanics, 2025, 46(5): 1356-1367. |
| [14] | ZHANG Yan-bo, ZHOU Hao, LIANG Peng, YAO Xu-long, TAO Zhi-gang, LAI You-bang, . Acoustic emission location method of rock based on time precise picking and intelligent optimization algorithm [J]. Rock and Soil Mechanics, 2025, 46(5): 1643-1656. |
| [15] | YANG Yan-shuang, YAN Lei, ZHANG Zhan-rong, LIU Yong-li, CUI Zhen, PENG Jian-cheng, KANG Zhao-peng, . Ground motion propagation characteristics based on three-phase porous medium model [J]. Rock and Soil Mechanics, 2025, 46(4): 1109-1121. |
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