[an error occurred while processing this directive] 世界地质 2020, 39(2) 429-436 DOI:   10.3969/j.issn.1004-5589.2020.02.018  ISSN: 1004-5589 CN: 22-1111/P

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本文关键词相关文章
高边坡
花岗岩残积土
锚杆参数优化
数值模拟
本文作者相关文章
方文凯
王常明
樊克
PubMed
Article by Fang W
Article by Wang C
Article by Fan K
花岗岩残积土地区边坡锚固中锚杆长度及间距的数值优化研究
方文凯1, 王常明1, 樊克2
1. 吉林大学建设工程学院, 长春 130026;
2. 广东省地质物探工程勘察院, 广州 510000
摘要: 以广州金山湖第19#地块一个四级人工高边坡为例,采用数值方法计算探讨了锚杆(索)长度及布设间距的优化取值问题。文中以边坡坡级、锚杆间距和锚杆长度为变量参数,获得225种支护组合形式,运用有限差分法计算并获得了225种边坡加固方案的稳定系数,经综合对比分析,得到各个坡级最优的锚杆长度及锚杆间距方案。优化后方案在保证安全的前提下,第二、三、四级边坡采用的锚杆(索)长度较原方案减少了3 m、锚杆布设间距较原方案增加了1 m。
关键词 高边坡   花岗岩残积土   锚杆参数优化   数值模拟  
Numerical optimization of anchor bolt length and spacing for slope reinforcement in granite residual soil area
FANG Wen-kai1, WANG Chang-ming1, FAN Ke2
1. College of Construction Engineering, Jilin University, Changchun 130026, China;
2. Geological and Geophysical Prospecting Institute of Guangdong Province, Guangzhou 510000, China
Abstract: Taking a fourth-grade artificial high slope at block 19 of Guangzhou Jinshan Lake as an example, the optimal values of the bolt (cable) parameters are calculated and discussed. The slope grade,anchor bolt spacing and length are taken as variables to obtain 225 types of support combinations. The finite difference method is used to calculate the safety factors for the 225 types of programs. Through comparison and analysis, the optimal anchor length and anchor spacing of each slope grade are finally obtained. The lengths of the bolt (cable) of the second, third, and fourth grade slopes are reduced by 3 m from the original scheme, while the spacing of the anchor is increased by 1 m in the optimal plan.
Keywords: high slope   granite residual soil   bolt parameter optimization   numerical simulation  
收稿日期 2020-01-03 修回日期 2020-03-25 网络版发布日期  
DOI: 10.3969/j.issn.1004-5589.2020.02.018
基金项目:

国家自然科学基金项目(41572257)

通讯作者: 王常明(1966-)男,博士生导师,主要从事岩土力学方面的教学和科研工作。E-mail:wangcm@jlu.edu.cn
作者简介:
作者Email: wangcm@jlu.edu.cn

参考文献:
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