Qihua Zhao
Abstract
Using numerical simulation and comparing with the in situ testing to discuss the basic rule of soil nailing wall,the failure mode,respective action of upper and bottom soil nail,the effect of constrction scheme and soil parameter.In the end,some suggestions to the design and construction of soil nailing wall are given.
A significance statement is not available in the OpenAlex record.
A contribution statement is not available in the OpenAlex record.
Method details are not available in the OpenAlex metadata.
Findings are not separately available in the OpenAlex metadata.
Limitations are not available in the OpenAlex metadata.
Application details are not available in the OpenAlex metadata.
Using numerical simulation and comparing with the in situ testing to discuss the basic rule of soil nailing wall,the failure mode,respective action of upper and bottom soil nail,the effect of constrction scheme and soil parameter.In the end,some suggestions to the design and construction of soil nailing wall are given.
Key concepts: Soil nailing, Geotechnical engineering, Nail (fastener), Computer simulation, Engineering, Geology, Structural engineering, Retaining wall