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娄新高速公路下伏岩溶塌陷与路基相互作用及治理措施
引用本文:肖剑秋,乔世范. 娄新高速公路下伏岩溶塌陷与路基相互作用及治理措施[J]. 铁道科学与工程学报, 2009, 6(6)
作者姓名:肖剑秋  乔世范
作者单位:湖南省娄新高速公路建设开发有限公司,湖南,长沙,410001;中南大学土木建筑学院,湖南,长沙,410075;同济大学交通运输学院,上海,201804
基金项目:国家自然科学基金资助项目(50708116); 湖南省交通厅科技进步与创新计划项目(200810)
摘    要:对娄新高速公路路基场区岩溶塌陷分布发展规律及产生机理进行研究,阐明近期塌陷区形成的原因.采用有限元法研究了岩溶塌陷地基在路基荷载作用下的应力分布及采用连续配筋混凝土板跨越路基下塌陷时板的应力分布,为连续板的配筋设计提供参考.根据路基在该段的填筑情况,计算路基工程对地基的影响深度为15 m,15 m以下的溶洞对路基工程稳定性的影响可不考虑,结合地下塌陷向地表的传递规律提出预测塌陷的土洞最大可能深度的方法.根据分析结果提出了该段岩溶路基的处治方案.

关 键 词:岩溶塌陷地基  土工格栅  连续配筋混凝土板

Interaction between karst-subsidence foundation and subgrade in Lou-Xing freeway and its treatment methods
XIAO Jian-qiu , QIAO Shi-fan. Interaction between karst-subsidence foundation and subgrade in Lou-Xing freeway and its treatment methods[J]. Journal of Railway Science and Engineering, 2009, 6(6)
Authors:XIAO Jian-qiu    QIAO Shi-fan
Affiliation:XIAO Jian-qiu1,QIAO Shi-fan2,3(1.Hunan Lou-Xin Freeway Construction , Development Corporation Ltd.,Changsha 410001,China,2.School of Civil , Architectural Engineering,Central South University,Changsha 410075,3.College of Traffic , Transportation Engineering,Tongji University,Shanghai 201804,China)
Abstract:The occurrence mechanism and development rule of karst and subsidence foundation in Lou-Xing freeway were studied and the ground subsidence happened recently was induced by shallow-hidden soil cave.Stress distribution caused by the subgrade loads in the karst and subsidence foundation and in the continuous reinforced concrete plate which was used to treat the collapse cave below the subgrade was analyzed by finite element method,which can provide reference for the continuous reinforced concrete plate design...
Keywords:karst-subsidence foundation  geogrid  continuous reinforced concrete plate  
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