Rock and Soil Mechanics ›› 2022, Vol. 43 ›› Issue (S1): 157-163.doi: 10.16285/j.rsm.2020.1216
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
YU Cheng-cheng1, 2, LU Zheng1, 3, YAO Hai-lin1, 3, LIU Jie1, 3, ZHAN Yong-xiang1, 3
CLC Number:
[1] | LIU Kuan, YE Wan-jun, GAO Hai-jun, DONG Qi, . Evolution law and microscopic mechanism of shear strength of acid- or alkali-contaminated loess [J]. Rock and Soil Mechanics, 2022, 43(S1): 1-12. |
[2] | TANG Hua, YAN Song, YANG Xing-hong, WU Zhen-jun, . Shear strength and microstructure of completely decomposed migmatitic granite under different water contents [J]. Rock and Soil Mechanics, 2022, 43(S1): 55-66. |
[3] | ZENG Li-feng, SHAO Long-tan, GUO Xiao-xia, . Origin and development of the concept of effective stress for soils [J]. Rock and Soil Mechanics, 2022, 43(S1): 127-144. |
[4] | LI Li-hua, FANG Ya-nan, XIAO Heng-lin, LI Wen-tao, CAO Yu, XU Ke, . Characterization of Cd-contaminated soil solidified/stabilized by red mud-based binders [J]. Rock and Soil Mechanics, 2022, 43(S1): 193-202. |
[5] | QIN Dong-lai, MENG Qing-shan, YAN Ke, QIN Qing-long, HUANG Xiao-fang, RAO Pei-sen, . Experimental study on particle size effect of shear strength and deformation of calcareous sand gravel [J]. Rock and Soil Mechanics, 2022, 43(S1): 331-338. |
[6] | ZHOU Yong, ZHAO Yuan-ji, WANG Zheng-zhen, . Analysis of dynamic stability of pile-anchor retaining structure based on soil strength redundancy method [J]. Rock and Soil Mechanics, 2022, 43(S1): 641-649. |
[7] | BAO Han, CHEN Zhi-yang, LAN Heng-xing, PEI Run-sheng, WU Fa-quan, YAN Chang-gen, TAO Yue, . Progressive failure strength characteristics of anisotropic rocks caused by mineral directional arrangement: a case of biotite quartz schist [J]. Rock and Soil Mechanics, 2022, 43(8): 2060-2070. |
[8] | ZHENG Wei-wei, HONG Yi, WANG Li-zhong, . Calculation model of undrained shear strength of gassy soft soil [J]. Rock and Soil Mechanics, 2022, 43(8): 2233-2240. |
[9] | TANG Lian-sheng, WANG Hao, SUN Yin-lei, LIU Qi-xin, . Change of tensile strength of granite residual soil during drying and wetting [J]. Rock and Soil Mechanics, 2022, 43(7): 1749-1760. |
[10] | LIU Guan-shi, ZHAO Shou-dao, MOU Zhi, MO Yan-kun, ZHAO Qing-song, . Experimental study of the influence of structure on the shrinkage characteristics of expansive soil [J]. Rock and Soil Mechanics, 2022, 43(7): 1772-1780. |
[11] | CHEN Rui, ZHANG Xing, HAO Ruo-yu, BAO Wei-xing. Shear strength deterioration of geopolymer stabilized loess under wet-dry cycles: mechanisms and prediction model [J]. Rock and Soil Mechanics, 2022, 43(5): 1164-1174. |
[12] | WANG Jia-quan, KANG Bo-wen, ZHOU Yuan-wu, TANG Ying, . Effect of coarse particle content on pull-out behavior of reinforced-soil interface [J]. Rock and Soil Mechanics, 2022, 43(5): 1249-1260. |
[13] | JIANG Yue, ZHOU Hui, LU Jing-jing, GAO Yang, . True triaxial test on hollow cylindrical sandstone [J]. Rock and Soil Mechanics, 2022, 43(4): 932-944. |
[14] | FAN Jie, ZHU Xing, HU Ju-wei, TANG Yao, HE Chun-lei, . Experimental study on crack propagation and damage monitoring of sandstone using three-dimensional digital image correlation technology [J]. Rock and Soil Mechanics, 2022, 43(4): 1009-1019. |
[15] | SHAN Ren-liang, TONG Xiao, HUANG Peng-cheng, YUAN Hong-hu, BAO Yong-sheng, LIU Nan. Research on the anchor cable combined with the c-shaped tube and the mechanical properties [J]. Rock and Soil Mechanics, 2022, 43(3): 602-614. |
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