Abstract：By use of the method of numerical simulation,the reinforcing mechanism of full-length-bonding pre-stressed cable on pit foundation was studied from two aspects of single cable and group cables.The obtained results were credible compared with the existing conclusion,indicating that the simulation method is relatively reasonable.Finally some experiences of application of numerical method were given.
卢萌盟；卫明山；沈俊；曾宪桃；. 全长粘结式预应力锚索加固基坑仿真试验研究[J]. 岩土工程学报, 2006, 28(1): 92-96.
LU Mengmeng 1, WEI Mingshan 2, SHEN Jun 2, ZENG Xiantao 1. Simulation tests on pit foundation reinforced by full-length-bonding pre-stressed cables. Chinese J. Geot. Eng., 2006, 28(1): 92-96.
