Abstract：Depending on the mode from points to surfaces and from surfaces to three dimension space, and the establishment of three types of safety factor, this paper establishes a set of design method of stabilizing piles synthetically applying the ultimate bearing capacity theory of stabilizing piles and the concept of circle resistance. It summarizes the design of stabilizing piles into an optimized numerical model; the results obtained by using the simulated annealing algorithm to solve the model agree with the practical experience.
邹广电；陈生水；. 抗滑桩工程的整体设计方法及其优化数值模型[J]. 岩土工程学报, 2003, 25(1): 11-17.
ZOU Guangdian, CHEN Shengshui. A design method of stabilizing piles and its optimized numerical model. Chinese J. Geot. Eng., 2003, 25(1): 11-17.
