Numerical Simulation Research for Stress and Distortion of Pile-Anchor Support Structure of the Deep Foundation
This article has used the ADINA numerical calculus software to simulate the deep foundation excavation and supports process, as well as analyzing the analogue result in the project of the Xia Gong in ShenYang City. The results illustrate that (1) it is essential to optimize the pile earth's horizontal displacement and the mechanical situation of anchor rod. (2) It makes soil’s horizontal displacement and the mechanical situation of anchor rod more reasonable by changing the anchor rod vertical spacing and length ，hence obtains that the anchor parameter change has the great influence on the distortion of the support structure.
Chaohe Chen, Yong Huang and Guangfan Li
B. J. Liu and Q. Xu, "Numerical Simulation Research for Stress and Distortion of Pile-Anchor Support Structure of the Deep Foundation", Advanced Materials Research, Vols. 243-249, pp. 3128-3131, 2011