地球科学进展 ›› 1991, Vol. 6 ›› Issue (1): 26 -31. doi: 10.11867/j.issn.1001-8166.1991.01.0026

干旱气候变化与可持续发展 上一篇    下一篇

高边坡稳定性研究现状及发展展望
黄润秋,张倬元,王士天   
  1. 成都地质学院  610059
  • 收稿日期:1990-09-03 出版日期:1991-01-01
  • 通讯作者: 黄润秋

On the way and methods of stability studies of high rock slopes

Huang Runqiu,Zhang Zhuoyuan,Wang shitian   

  1. Chengdu college of Geology   610059
  • Received:1990-09-03 Online:1991-01-01 Published:1991-01-01

在分析研究国内外有关斜坡(尤其是高边坡)稳定性研究文献的基础上,对当前这一领域的研究现状作了简要评述,提出了今后的研究方向和复杂岩体高边坡稳定性研究的基本思路与方法。

In this paper, a theory and application system, based on systematic engineering principals, about the stability studies of high rock slopes in complicated rock mechanics enviromental condidons is put forward. The main characteristics of this system is that the rock slopes are considered as a geological body firstly, then with the help of modern geological methods, modern mathematics and mechanics, and modern computer technology, their development and envolution courses which constitutes the main clue of this system, are investigated systematically and quantitatively so that the present stability states of rock slopes are ssessed and their stability changes on the future are forcasted.

[1] 黄润秋、张悼元、王士天.复杂岩体高陡斜坡稳定性研究的理论与实践《工程地质信息》,1988, No.3
[2] 王思敬.工程地质作用及其定量预测《当代地质科学动向》地质出版社,1987
[3] 孙广忠.工程地质学的今天《水文地质工程地质》,1988,  No.1
[4] 张悼元.工程地力地质作用研究进展第二届全国工程地质大会评议报告,1984
[5] 罗国煜、吴恒.岩坡稳定性系统工程分析的初步探讨  地质论评  Vol. 32, No.2, 1986
[6] 孙玉科.我国岩质边坡变形破坏的基本地质力学模式  岩石力学与工程学报  No.3, 1985
[7] 牟会宠,许兵.重大工程边坡稳定性分析1987年  全国滑坡会议论文,1987
[8] 崔政权.新滩边坡稳定性的系统工程地质分析方法初探  岩石力学与工程学报  Vol. 5, No.3,1986
[9] 加拿大矿物和能源技术中心编《边坡工程手册》(祝玉学等译)  冶金工业出版社,1984

No related articles found!
阅读次数
全文


摘要