Rock and Soil Mechanics ›› 2026, Vol. 47 ›› Issue (6): 1961-1972.doi: 10.16285/j.rsm.2025.0557
• Fundamental Theory and Experimental Research • Previous Articles Next Articles
ZHANG Jing-yu1, 2, WANG Wen-hao1, 2, DENG Hua-feng1, LI Jian-lin1, WAN Liang-peng3, LI Jia-cheng1, 2, LIU Pan1, 2, QIAN Xin-zhi1, 2
CLC Number:
| [1] | WANG Gui-lin, WANG Li, WANG Run-qiu, REN Jia-shan, . Shear constitutive model of penetrating sawtooth-like joint surface of red sandstone after dry-wet cycles [J]. Rock and Soil Mechanics, 2025, 46(3): 706-720. |
| [2] | WANG Xin-zhi, HUANG Peng, LEI Xue-wen, WEN Dong-sheng, DING Hao-zhen, LIU Kai-cheng, . Permeability test of zinc sulfate bonded coral sand and discussion on its engineering application [J]. Rock and Soil Mechanics, 2024, 45(7): 2094-2104. |
| [3] | LI Xiao-zhao, CHE Xing, LI Hai-feng, QI Cheng-zhi. A micro-macro mechanical model of direct tensile fracture in brittle rocks under dry-wet cycles [J]. Rock and Soil Mechanics, 2024, 45(7): 1906-1916. |
| [4] | SUN Chen-feng, WANG Bu-xue-yan, QIAN Jian-gu, WANG Jia-chao, ZHANG Jia-feng, . Creep characteristics test of soil-rock mixture subjected to loading and dry-wet cycles [J]. Rock and Soil Mechanics, 2024, 45(1): 226-234. |
| [5] | GUO Jia-qi, CHENG Li-pan, ZHU Bin-zhong, TIAN Yong-chao, HUANG Xin. Shear mechanical properties and energy characteristics of rock joints under continuous excavation effect [J]. Rock and Soil Mechanics, 2023, 44(1): 131-143. |
| [6] | LI Yuan, WEI Ming-li, LIU Lei, WEI Wei, CHEN Yi-jun, . Strength characteristics and mechanism analysis of fiber reinforced highly cohesive tailings solidified using high-calcium geopolymer [J]. Rock and Soil Mechanics, 2023, 44(1): 43-53. |
| [7] | REN Ke-bin, WANG Bo, LI Xin-ming, YIN Song, . Strength properties and pore-size distribution of earthen archaeological site under dry-wet cycles of capillary water [J]. Rock and Soil Mechanics, 2019, 40(3): 962-970. |
| [8] | ZHOU Bing-sheng , WANG Bao-tian, ZHANG Hai-xia, WANG Yuan-hang, KANG Jing-yu, . Analysis of expansive soil slope stability based on whole rigid body equilibrium method [J]. , 2016, 37(S2): 525-532. |
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