高崖边坡上高重心构筑物地基事故的原因及防治——重庆某电信杆倒塌事故的分析研究

Zhang Siping; Huang Qiushun Deot.of Civil Engineering

doi:10.11835/j.issn.1674-4764.1992.02.014

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高崖边坡上高重心构筑物地基事故的原因及防治——重庆某电信杆倒塌事故的分析研究

更新时间：2023-11-28

- 高崖边坡上高重心构筑物地基事故的原因及防治——重庆某电信杆倒塌事故的分析研究
- Journal of Civil and Environmental Engineering Vol. 14, Issue 2, (1992)
- 作者机构：
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- DOI：10.11835/j.issn.1674-4764.1992.02.014
  CLC：
- Published：1992
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Zhang Siping, Huang Qiushun Deot.of Civil Engineering. [J]. Journal of Civil and Environmental Engineering, 1992, 14(2).
DOI：

Zhang Siping, Huang Qiushun Deot.of Civil Engineering. [J]. Journal of Civil and Environmental Engineering, 1992, 14(2). DOI： 10.11835/j.issn.1674-4764.1992.02.014.

摘要

本文以位于高崖边坡处某造成特大伤亡事故的电信杆倒塌事故为例

通过对其地质条件、周围环境及受力状况等诸多因素的全面分析研究

提出了事故发生的原因

并由此对山区地基中普遍存在的高崖边坡上高重心构筑物及一般建筑物地基事故的原因和防治

提出了具体的分析和措施。

Abstract

According to an example of electric poles collapse oncliff which leads to a serious accident

this paper analyses its geologiccondition

environment

load

internal force and so on.The reasons whythe accident occured are presented.Some specific methods and measuresare used to analyse and prevent the collapse accidents of ordinary struc-tures and building with high gravity centre.It usually occurrs on cliffin mountain area.

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