Rock and Soil Mechanics ›› 2025, Vol. 46 ›› Issue (11): 3615-3625.doi: 10.16285/j.rsm.2024.1483
• Geotechnical Engineering • Previous Articles Next Articles
ZHEN Jia-jie1, 2, LAI Feng-wen1, HUANG Ming1, LIAO Qing-xiang3, LI Shuang1, DUAN Yue-qiang4
CLC Number:
| [1] | CAI Qi-hang, DONG Xue-chao, GUO Ming-wei, LU Zheng, XU An, JIANG Fan, . Intelligent prediction of sinking of super-large anchorage caisson foundation based on soil pressure at cutting edges [J]. Rock and Soil Mechanics, 2025, 46(S1): 377-388. |
| [2] | JIANG Xiao-tong, ZHANG Xi-wen, LÜ Ying-hui, LI Ren-jie, JIANG Hao, . Current applications and future prospects of machine learning in geotechnical engineering [J]. Rock and Soil Mechanics, 2025, 46(S1): 419-436. |
| [3] | HUANG Da-wei, LU Wen-jian, LUO Wen-jun, YU Jue, . An experimental study on the influence of synchronous grouting during shield tunnel construction on vertical displacement and surrounding earth pressure in sandy soil [J]. Rock and Soil Mechanics, 2025, 46(9): 2837-2846. |
| [4] | SONG Li-qi, ZHANG Min, XU Xiao, SUN Jing-wen, YU Kui, LI Xin-yao, . Inversion analysis of shield tunnel considering the rotation effect of segment joint based on distributed fiber optic sensing [J]. Rock and Soil Mechanics, 2025, 46(8): 2483-2494. |
| [5] | SONG Mu-yuan, YANG Ming-hui, CHEN Wei, LU Xian-zhui, . Prediction of shield tunneling-induced soil settlement based on self-attention recurrent neural network model [J]. Rock and Soil Mechanics, 2025, 46(8): 2613-2625. |
| [6] | SONG Wei-tao, ZHANG Pei, DU Xiu-li, LIN Qing-tao, . Influence of soil property on ground response during construction of shallow shield tunnel [J]. Rock and Soil Mechanics, 2025, 46(7): 2179-2188. |
| [7] | HUANG Ming-hua, ZHONG Yu-xuan, LU Jin-bin, WANG Ke-ping. Deformation analysis of underlying shield tunnel induced by foundation pit excavation based on discontinuous foundation beam model [J]. Rock and Soil Mechanics, 2025, 46(2): 492-504. |
| [8] | XIE Li-fu, GUAN Zhen-chang, HUANG Ming, QIU Hua-sheng, XU Chao. Shield-soil interaction model and numerical solution methodology considering active articulation system [J]. Rock and Soil Mechanics, 2025, 46(11): 3574-3584. |
| [9] | HUANG Da-wei, LIU Jia-xuan, TAN Man-sheng, DENG Xiang-hao, HUANG Yong-liang, WENG You-hua, CHEN Sheng-ping. Scaled model test on interaction between a shield tunnel and ground [J]. Rock and Soil Mechanics, 2024, 45(S1): 371-381. |
| [10] | WANG Xiao-gang, YANG Jian-ping, CHEN Wei-zhong, LI Hui, . Structural response characteristics of shield tunnels and analysis of joint stiffness [J]. Rock and Soil Mechanics, 2024, 45(S1): 485-495. |
| [11] | LONG Xiao, SUN Rui, ZHENG Tong, . Convolutional neural network-based liquefaction prediction model and interpretability analysis [J]. Rock and Soil Mechanics, 2024, 45(9): 2741-2753. |
| [12] | HE Long-ping, YAO Nan, WANG Qi-hu, YE Yi-cheng, LING Ji-suo, . Rock burst intensity grading prediction model based on automatic machine learning [J]. Rock and Soil Mechanics, 2024, 45(9): 2839-2848. |
| [13] | YANG Yang, WEI Yi-tong. A new method of liquefaction probability level evaluation based on classification tree [J]. Rock and Soil Mechanics, 2024, 45(7): 2175-2186. |
| [14] | DENG Zhi-xing, XIE Kang, LI Tai-feng, WANG Wu-bin, HAO Zhe-rui, LI Jia-shen, . A novel method for quality control of vibratory compaction in high-speed railway graded aggregates based on the embedded locking point of coarse particles [J]. Rock and Soil Mechanics, 2024, 45(6): 1835-1849. |
| [15] | ZHANG Zhi-guo, WO Wei, ZHU Zheng-guo, HAN Kai-hang, SUN Miao-miao, . Fourier energy variational solution of effects on existing tunnels induced by shield tunneling considering coordinated deformation of lining cross-section [J]. Rock and Soil Mechanics, 2024, 45(5): 1397-1411. |
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