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Analysis on deformation characteristics of deep foundation pit with mini-sized pile and pre-stressed anchor composite soil nailing wall
Author(s): 
Pages: 15-20
Year: Issue:  10
Journal: Geotechnical Investigation & Surveying

Keyword:  composite soil nailing wall with mini-sized pile and pre-stressed anchordeformationelastic fulcrum methodfoundation pit monitoring;
Abstract: The composite soil nailing wall with mini-sized piles and pre-stressed anchors is widely used in deep foundation pit structure with advantages of the convenient construction and the reliable quality.Currently its stability is mainly analyzed,but the study of its deformation characteristics is still relatively less. Based on a mini-sized pile pre-stressed anchor composite soil nailing wall in Xiangtan, the deformations under different conditions are calculated and analyzed by using elastic fulcrum method,the theoretical results are compared to the monitoring data,and the deformation regularity of the mini-sized pile and pre-stressed anchor composite soil nailing walls is determined,which provide the reference for the design and construction of similar projects.
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