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2022, Vol. 59(2): 53-61    DOI:
Study on Modes and Calculation Method of Stress and Deformation of TunnelPortal Landslide Parallel System
(1. Sichuan Highway Planning, Survey, Design and Research Institute Ltd., Chengdu 610041; 2. China Railway Northwest Research Institute Co., Ltd., Lanzhou 730070; 3. China Railway Landslide Engineering Laboratory, Lanzhou 730070; 4. Provincial Laboratory of Western Environmental Geotechnical Soil and Site Remediation Technology, Lanzhou 730070)
Received null  Revised null
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