长江科学院院报 ›› 2014, Vol. 31 ›› Issue (3): 122-127.DOI: 10.3969/j.issn.1001-5485.2014.03.021

• 工程应用 • 上一篇    下一篇

神农架机场高加筋土挡墙的设计与实践

任佳丽1, 龚 泉1, 姜志全1, 汪 洋2 , 赵 亮1   

  1. 1. 长江科学院 水利部岩土力学与工程重点实验室, 武汉 430010;
    2. 湖北盐业集团有限公司, 武汉 430021
  • 收稿日期:2013-11-18 修回日期:2014-03-07 出版日期:2014-03-07 发布日期:2014-03-07
  • 作者简介:任佳丽(1983-), 女, 山西运城人, 工程师, 硕士, 研究方向为地基处理及边坡加固, (电话) 027-82820424(电子信箱)rengaly@163.com。
  • 基金资助:
    “十二五”国家科技支撑计划项目(2011BAB10B06)

Design and Application of Reinforced High Earth Retaining Wall at Shennongjia Airport

REN Jia-li1, GONG Quan1 , JIANG Zhi-quan1 , WANG Yang2, ZHAO Liang1   

  1. 1.Key Laboratory of Geotechnical Mechanics & Engineering of Ministry of Water Resources, Yangtze River Scientific Research Institute, Wuhan 430010, China; 2.Hubei Salt Group Co., Ltd., Wuhan 430021, China
  • Received:2013-11-18 Revised:2014-03-07 Online:2014-03-07 Published:2014-03-07

摘要: 以神农架机场60 m高挡墙为例, 论述了高加筋土挡墙基于极限平衡理论的设计方法, 为了确保设计方案安全合理, 采用强度折减有限元法对设计方案进行应力应变分析和稳定性验证, 并在挡墙关键部位布设了监测断面。根据监测资料可知:挡墙变形较小, 变化速率呈收敛趋势, 应力应变监测成果稳定。现场观测成果证明了该设计方法的合理性, 可为类似工程借鉴。

关键词: 高加筋土挡墙, 极限平衡理论, 强度折减有限元法, 安全监测

Abstract: The design method of reinforced high earth retaining wall based on limit equilibrium theory is expounded with the high retaining wall (60m) at Shennongjia airport as an illustration. To ensure the safety and rationality of the design, strength reduction and finite element were employed to analyze the stress-strain and stability of the retaining wall. Monitoring points were also arranged in the key sections of the retaining wall. The monitoring data revealed that the deformation of retaining wall was small, the deformation rate showed a tendency of convergence, and the stress and strain were all stable. The rationality of design method was proved by the monitoring results. This research provides reference for similar projects.

Key words: reinforced high retaining wall, limit equilibrium theory, strength reduction finite element method, safety monitoring

中图分类号: