Research of reinforcement plan for red mud dam and construction processes emulation analysis

ZHANG Bai-ling; ZHU Zhan-yuan; LING Xian-zhang; ZOU Zu-yin

English Version Journal Login

您当前的位置：

首页 >

文章列表页 >

Research of reinforcement plan for red mud dam and construction processes emulation analysis

更新时间：2026-06-25

- Research of reinforcement plan for red mud dam and construction processes emulation analysis
- Vol. 28, Issue 6, (2007)
- 作者机构：
  
  1. 白城师范学院土木工程系,吉林,白城,137000
  2. 哈尔滨工业大学土木工程学院,哈尔滨,150090
  3. 四川农业大学信息与工程技术学院,四川,雅安,625014
- 作者简介：
- 基金信息：
- DOI：
  CLC： TV698.2+3
- Online First：13 September 2013，
  
  Published：2007
- 稿件说明：
移动端阅览
ZHANG Bai-ling, ZHU Zhan-yuan, LING Xian-zhang, et al. Research of reinforcement plan for red mud dam and construction processes emulation analysis[J]. 2007, 28(6).
DOI：

ZHANG Bai-ling, ZHU Zhan-yuan, LING Xian-zhang, et al. Research of reinforcement plan for red mud dam and construction processes emulation analysis[J]. 2007, 28(6). DOI：

摘要

某赤泥堆坝近几年出现严重裂缝与渗水、泄泥现象，坝体边坡基本处于临界稳定状态。在不利因素触发下，可能出现大面积滑坡。在充分研究堆场地质条件和堆坝的土层结构、裂缝现状与成因、变形过程与破坏趋势、稳定性等主要影响因素基础上，通过数值试验与模拟分析，提出了排水-改良滑带土-削坡减载-反压坡脚-加筋支挡-挂网喷射护坡的综合加固方案。通过加固施工过程仿真分析，验证了这种综合加固方案的科学性、合理性。

Abstract

In recent years

the certain red mud dam appears cracking

water penetration and leakage of red mud. The side slope of dam body basically is on the critical stability state. When triggered by some disadvantageous factors

the dam may remain widespread landslide. Based on fully studying geological conditions and frameworks of soil layers in a heap of dam areas

existing condition and formation cause of cracking

deformation course and destructive trend and principal influencing factor of stability and with a plentiful numerical experimentation and simulation analyses

a full-scale plan for reinforcement including draining

improving soil property of slide zone

cutting slope for reducing load

pressing slope base inversely

reinforced support and slope protection with suspension net by spouting

is put forward. The simulation analysis for reinforcement by construction course proves that the comprehensive plan is scientific and reasonable.

关键词

Keywords

references

Views

781

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Analysis of three-dimensional end effects of slopes

Study of seepage flow for Chinese design codes of landslide stabilization

A repairing method for a clay landslide in Shaoguan of Guangdong Province

Study on stability analysis and optimum harness design for expressway landslide

Stability analysis and comprehensive treatment of expressway landslide

Related Author

LIU Hua-li

ZHU Da-yong

QIAN Qi-hu

LI Hong-wei

LIU Xiao

TANG Hui-ming

LUO Hong-ming

CHEN Sou-yi

Related Institution

Engineering Institute of Engineer Corps, PLA University of Science and Technology

School of Civil and Hydraulic Engineering, Hefei University of Technology

Engineering Faculty, China University of Geosciences

Institute of Rock and Soil Mechanics, Chinese Academy of Sciences

College of Architecture and Civil Engineering, South China University of Technology

AI问答

⁰