发文时间:2026-08-31 撰稿人:

[1] Pei Zhang, Chengru Yang, Chao Ma, Jie Yang*, Xiuli Du. Ground failure mechanism for deep tunnel in sandy cobble strata based on the cohesive zone element[J]. Computers and Geotechnics, 2026, 195: 107955.

[2] Pei Zhang, Jie Yang, Weitao Song*, Xiuli Du, Qingtao Lin. Experimental study on face stability for shield tunnelling in sandy cobble strata at various rock content[J]. Transportation Geotechnics, 2026, 60: 102006.

[3] Pei Zhang, Chenxing Lai, Jinnan Chen, Wenhao Zhang*, Pinghe Ni, Xiuli Du. Effect of burial depth on the seismic dynamic response of rectangular subway station considering soil spatial variability[J]. Soil Dynamics and Earthquake Engineering, 2026, 210: 110567.

[4] Pei Zhang, Yufei Liu, Jie Yang*, Weichao Li, Xiuli Du. Permeability characteristic of sandy cobble soil based on the large-scale vertical seepage test[J]. Transportation Geotechnics, 2026, 65: 102329.

[5] 张佩, 邹长胜, 杨杰, 侯世伟*, 杜修力. 土石混合体颗粒尺寸效应大型三轴试验研究[J]. 岩石力学与工程学报, 2026, 45 (8): 2328-2339.

 

 

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