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2023, Vol. 60(6): 111-119    DOI:
Analysis of Horizontal Displacement of Single Pile Induced by Lateral Penetration of Tunnel Based on the Pasternak Shear Layer Theory
(1. CRCC Yellow River Investment and Construction Co., Ltd., Jinan 250108; 2. China Railway 18th Bureau Group Co., Ltd.,Tianjin 300350; 3. School of Civil Engineering, Central South University, Changsha 410075; 4. School of Civil Engineering,Southwest Jiaotong University, Chengdu 610031)
Received null  Revised null
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