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城市深层地下空间地质环境韧性评估模型与应用

苏栋 黄茂隆 韩文龙 陈湘生

中国地质2024,Vol.51Issue(1):157-169,13.
中国地质2024,Vol.51Issue(1):157-169,13.DOI:10.12029/gc20230104001

城市深层地下空间地质环境韧性评估模型与应用

Evaluation model of geological environment resilience in the urban deep underground space and its application

苏栋 1黄茂隆 2韩文龙 2陈湘生1

作者信息

  • 1. 极端环境岩土和隧道工程智能建养全国重点实验室(深圳大学),广东 深圳 518060||深圳大学土木与交通工程学院,广东 深圳 518060||滨海城市韧性基础设施教育部重点实验室 (深圳大学),广东 深圳 518060
  • 2. 深圳大学土木与交通工程学院,广东 深圳 518060
  • 折叠

摘要

Abstract

This paper is the result of urban geological survey engineering. [Objective]Evaluating the geological environment resilience of urban deep underground space contributes to improving the safety of urban underground space during development and utilization,and reducing the economic losses caused by disasters.[Methods]In this paper,a multi-factor integrated evaluation model for the geological environment resilience of urban deep underground space was proposed from the aspects of the severity of event,the vulnerability of geological body,the resistant ability,the restoring ability and the adaptability.The evaluation model was applied to analyze a catastrophic engineering accident in a city by virtue of the relevant data.[Results]The evaluation model is highly operational and feasible,and can be used for resilience assessment of urban deep underground space with various complex geological environments.For the studied accident,the severity index of the event is 5.601,which is categorized as a severe level.The exposure index is 5.735,the sensitivity index to disaster damage is 6.146,and the vulnerability index is 35.247,so the geological body is vulnerable.The early warning capacity index is 1.00,the disaster prevention capability index is increased from 5.66 to 7.00,so the resistant index is increased from 15.38 to 19.02.The recovery is 2.00 after sand filling and grouting.The adaptability index is 1.00 because the geological environment tends to be stable.[Conclusions]If affected by a disaster,the evolution in the geological environment resilience can be divided into six stages,i.e.,the normal stage,the affected stage,the resisting stage,the recovering stage,the adapting stage and the new normal stage.The resilience curve shows a decrease and then an increase before reaching stable again.The resilience level reaches a minimum value at the turning point of the affected stage and the resisting stage.

关键词

地质环境韧性/城市韧性/深层地下空间/评估模型/城市地质调查工程

Key words

geological environment resilience/urban resilience/deep underground space/evaluation model/urban geological survey engineering

分类

建筑与水利

引用本文复制引用

苏栋,黄茂隆,韩文龙,陈湘生..城市深层地下空间地质环境韧性评估模型与应用[J].中国地质,2024,51(1):157-169,13.

基金项目

国家自然科学基金(52090081,51938008)与深圳市自然科学基金(JCYJ20210324094607020)联合资助.Supported by the National Natural Science Foundation of China(No.52090081,No.51938008),Natural Science Foundation of Shenzhen Municipality(No.JCYJ20210324094607020). (52090081,51938008)

中国地质

OA北大核心CSTPCD

1000-3657

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