# [1]梅钢,徐能雄..深基坑桩锚支护结构优化设计方法及系统研制[J].郑州大学学报(工学版),2008,29(04):124-128.[doi:10.3969/j.issn.1671-6833.2008.04.029] 　Mei Gang,Xu Nengxiong.Optimization design method and system development of anchor support structure of deep foundation pit pile[J].Journal of Zhengzhou University (Engineering Science),2008,29(04):124-128.[doi:10.3969/j.issn.1671-6833.2008.04.029] 点击复制 深基坑桩锚支护结构优化设计方法及系统研制() 分享到： var jiathis_config = { data_track_clickback: true };

29卷

2008年04期

124-128

1900-01-01

## 文章信息/Info

Title:
Optimization design method and system development of anchor support structure of deep foundation pit pile

Author(s):
Mei Gang; Xu Nengxiong

Keywords:
DOI:
10.3969/j.issn.1671-6833.2008.04.029

A

Abstract:
An optimization design method based on the lateral shift control of pile top during construction is proposed, and an optimization design model is established. In this method, the lateral movement of the pile top during excavation of the foundation pit is taken as the optimization goal, and the distance from the anchoring point to the pile top is the optimization variable. The intersection point of the primary displacement and the quadratic displacement curve is used as the optimization point to determine the optimal position of the anchor, and then the pile anchor support structure is optimized. According to the above optimization design method and model, the optimization design system is developed using VB language, and the engineering case analysis is carried out, and the design results show that the optimization design system is feasible and the optimization design method and model are reasonable.

## 相似文献/References:

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[2]郭院成,周同和,宋建学..桩锚与土钉联合支护结构的工程实例[J].郑州大学学报(工学版),2003,24(02):26.[doi:10.3969/j.issn.1671-6833.2003.02.007]
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