Abstract：
For its economy and safety, the support type of the composite soil nailing wall has increasingly become the favored object by the project constructer. To further study soil nail and anchor bar tress change rules in the process of deep foundation pit construction by using this type of support, the internal forces of the support project has been monitored, and the monitoring data has been analyzed in conjunction with the relevant theory. The study provides basis for improving the design theory and method, making optimal design and revising procedures.
XIONG Zong-xi,LI Hai-ming,ZHANG Qin-xi et al. ANALYSIS OF INTERNAL FORCE MONITORING OF A DEEP-BASE SHORING OF A PROJECT[J]. Architecture Technology, 2014, 45(7): 599-601.
