砂化白云岩隧洞突水涌砂处置方案适宜性评价及应用OA
Evaluation Methods and Engineering Applications of Suitability for Water and Sand Inrush Treatment Schemes in Disintegrated Dolomite Tunnels
富水砂化白云岩隧洞施工过程中,突水涌砂灾害易发频发,严重影响工程进度与安全.基于此,以滇中引水工程扯那苴隧洞为研究对象,考虑影响突水涌砂处置方案适宜性的主要因素,结合砂化白云岩地层特性及其突水涌砂形成机理,从岩层特性、地下水条件、隧洞长度及埋深、突水涌砂的环境影响4个方面选取10个评价指标,将白云岩砂化等级、不良地质构造、外水压力、富水性等关键因素纳入评价体系,弥补现有评价体系对砂化白云岩特性关注的不足,构建了一种适用于砂化白云岩地层的突水涌砂处置方案适宜性评价体系.采用博弈论组合赋权法耦合AHP法与CRITIC法计算所得权重,提升评价指标权重分配的科学性.运用TOPSIS法对处置方案进行适宜性排序,将适宜性分为Ⅰ级(优)、Ⅱ级(中)、Ⅲ级(低)、Ⅳ级(差)共4个等级.结合障碍因子诊断,量化并识别制约适宜性的关键因素.研究结果表明,所建评价体系能够准确反映砂化白云岩地层的特殊性,评价结果与实际工程情况吻合.在特殊不良地质条件下,改线避让高风险区域的办法适宜性更优.
[Objective]During the construction of water-rich disintegrated dolomite tunnels,water and sand inrush disasters are prone to occur frequently,seriously affecting construction progress and project safety.[Methods]The Chenaju Tunnel of the Central Yunnan Water Diversion Project was taken as the research object.Considering the main factors affecting the suitability of water and sand inrush treatment schemes,and in combination with the char-acteristics of disintegrated dolomite strata and the formation mechanism of water and sand inrush,ten evaluation in-dicators were selected from four aspects:rock mass characteristics,groundwater conditions,tunnel length and buri-al depth,and the environmental impact of water and sand inrush.Key factors such as the disintegration degree of dolomite,unfavorable geological structures,external water pressure,and water richness were incorporated into the evaluation system,compensating for the insufficient consideration of disintegrated dolomite characteristics in existing evaluation systems.A suitability evaluation system for water and sand inrush treatment schemes applicable to disin-tegrated dolomite strata was established.A game theory-based combined weighting method was adopted to balance the weights calculated by the Analytic Hierarchy Process(AHP)and the CRITIC method,thereby improving the scientific rationality of weight allocation for evaluation indicators.The TOPSIS method was applied to rank the suita-bility of treatment schemes,and the suitability was classified into four levels:Grade Ⅰ(excellent),Grade Ⅱ(moderate),Grade Ⅲ(low),and Grade Ⅳ(poor).Combined with obstacle factor diagnosis,the key factors re-stricting suitability were quantified and identified.[Results]The results showed that,by comprehensively consid-ering the main disaster-causing factors of water and sand inrush in disintegrated dolomite tunnels—such as the dete-rioration of rock mass characteristics,groundwater seepage and external water pressure driving effects,and the hy-draulic channel effect of unfavorable geological structures—as well as engineering constraints including technical feasibility,economic efficiency,and treatment difficulty,the established evaluation system was able to accurately reflect the particularity of disintegrated dolomite strata,identify the main factors restricting the suitability of water and sand inrush treatment schemes in disintegrated dolomite tunnels,and produce evaluation results that were con-sistent with actual engineering conditions.[Conclusion]The key factors included in the evaluation system,such as the disintegration degree of dolomite,unfavorable geological structures,external water pressure,and water rich-ness,fully reflect the characteristics of disintegrated dolomite rock masses,including low strength,poor self-stabili-ty,and high sensitivity to external disturbances,highlighting the complexity of water and sand inrush formation in disintegrated dolomite strata and its constraining effect on treatment schemes.When disintegrated dolomite tunnels pass through water-rich tunnel sections,the risk of water and sand inrush increases significantly.Under special un-favorable geological conditions,when disintegrated dolomite tunnels encounter high-frequency and large-scale water and sand inrush events,rerouting to avoid high-risk areas shows superior suitability.
成曦;李建国;杨吉;代佩玄;张晟玮;张雷;董家兴
昆明理工大学电力工程学院,昆明 650500||云南省水利水电科学研究院水土流失防治与绿色发展重点实验室,昆明 650228云南省水利水电勘测设计研究院,昆明 650021昆明理工大学电力工程学院,昆明 650500昆明理工大学电力工程学院,昆明 650500长安大学地质工程与测绘学院,西安 710054云南省水利水电科学研究院水土流失防治与绿色发展重点实验室,昆明 650228昆明理工大学电力工程学院,昆明 650500
交通工程
砂化白云岩突水涌砂处置适宜性评价博弈论组合赋权TOPSIS法障碍因子诊断
disintegrated dolomitesuitability evaluationgame theory-based combined weighting methodTOPSIS methodwater and sand inrush treatmentobstacle factor diagnosis
《长江科学院院报》 2026 (1)
218-226,9
国家自然科学基金项目(42162026)云南省应用基础研究计划项目(202401AT070328)云南省科技人才与平台计划项目(202105AM070009)
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