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2024, Vol. 61(6): 118-128    DOI:
Analysis of the Support Effect of Micro Steel Pipe Pile-Anchor Bolt at Tunnel Portal Slope Based on the Incremental Method
(1. School of Civil Engineering, Xi'an University of Architecture and Technology, Xi'an 710005; 2. Shaanxi Key Laboratory of Geotechnical and Underground Space Engineering, Xi'an 710005; 3. Research Institute of Tunnel and Underground Structure Engineering, Xi'an University of Architecture and Technology, Xi'an 710005; 4. China Road and Bridge Corporation, Beijing 100011;5. The First Engineering Co., Ltd., China Railway 20th Bureau Group Co., Ltd., Suzhou 215151)
Received null  Revised null
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