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    苏栋,黄茂隆,韩文龙,陈湘生. 2024. 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, 51(1): 157−169. DOI: 10.12029/gc20230104001
    引用本文: 苏栋,黄茂隆,韩文龙,陈湘生. 2024. 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, 51(1): 157−169. DOI: 10.12029/gc20230104001
    Su Dong, Huang Maolong, Han Wenlong, Chen Xiangsheng. 2024. Evaluation model of geological environment resilience in the urban deep underground space and its application[J]. Geology in China, 51(1): 157−169. DOI: 10.12029/gc20230104001
    Citation: Su Dong, Huang Maolong, Han Wenlong, Chen Xiangsheng. 2024. Evaluation model of geological environment resilience in the urban deep underground space and its application[J]. Geology in China, 51(1): 157−169. 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

    • 摘要:
      研究目的 评估城市深层地下空间地质环境韧性有助于提高城市地下空间开发利用的安全性,减少灾害事件造成的经济损失。
      研究方法 本文从城市深层地下空间的灾害事件严重度、地质体脆弱性、抵御力、恢复力和适应力等方面出发,建立了城市深层地下空间地质环境韧性多因素综合评估模型,并结合某城市一起突发事件的相关数据对评估模型进行了应用。
      研究结果 评估模型具有较高操作性和可行性,可在各种复杂地质环境的城市中开展深层地下空间韧性评估工作;所评价灾害事件的严重度为5.601,属严重水平;地质体的暴露性为5.735,灾损敏感性为6.146,脆弱性综合评价结果为35.247,属脆弱地质体;预警能力指数为1.00,防灾能力指数由原来的5.66提高至灾后的7.00,故抵御力综合评价结果由15.38提高至19.02;通过填砂、地下注浆等措施后,恢复力为2.00,且由于地质环境趋于稳定,地质环境适应力综合分析为1.00。
      结论 若受灾害影响,地质环境韧性水平的演化可分为正常、受灾、抵御、恢复、适应和新的正常水平6个阶段,韧性水平曲线呈现出先减小再增大后趋于稳定,且在受灾和抵御的节点处达到最小值。

       

      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.

       

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