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Detection and treatment of sinkholes and subsurface voids along Guilin - Yangshuo highway, Guangxi, China

机译:桂林 - 阳朔高速公路下沉和治疗中国广西,中国

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The 66 km long Guilin - Yangshuo highway is located in northern Guangxi, China. The entire highway was built through an active karst area characterized by tower karst, karst valleys, and watershed divides. The highway construction has induced many sinkholes since the construction started in 2004. The primary goals of this research are to detect locations of subsurface voids and potential sinkholes and to treat these voids to prevent future collapses. A 200m section representing typical karst setting of the highway was chosen for a preliminary survey. Ground Penetrating Radar (GPR), multi-electrode electric resistivity, and shallow seismic reflection were used for the preliminary survey. Comparison of the three geophysical methods indicates that GPR can detect subsurface voids in a more effective and timely manner. Therefore, GPR was applied to a 12 km section highway to located subsurface voids in a highly active karst area. 337 subsurface voids, 1-6 m in diameter, 1-5.5 m deep, and density up to 48 per 100 m, were detected using GPR. Further assessment of the study area indicates that water table fluctuations around bedrock and soil interface cause the formation of subsurface voids. Excavation for the foundation of the highway induced more surface water into the karst aquifer and water pumping from the bridge foundation significantly lowered the water table of the karst aquifer. Highway construction changed the natural drainage pattern and caused more hydrodynamic changes of the karst aquifer, which in turn formed more subsurface voids or enlarged existing voids. Finally excavation, graded-filter, and geofabric lining techniques were suggested to treat clustered subsurface voids and grouting was suggested to treat isolated voids. This treatment plan has been accepted by the highway construction company.
机译:66公里长桂林 - 阳朔高速公路位于中国北部。整个高速公路通过塔式喀斯特塔,喀斯特山谷和流域划分的活动喀斯特地区建造。自2004年施工以来,公路建设诱导了许多污水孔。该研究的主要目标是检测地下空隙和潜在的污水孔的位置,并治疗这些空隙以防止未来的坍塌。选择了代表高速公路典型喀斯特设定的200米段进行初步调查。地面穿透雷达(GPR),多电极电阻率和浅地震反射用于初步调查。三种地球物理方法的比较表明,GPR可以以更有效和及时的方式检测地下空隙。因此,GPR应用于12公里的高速公路,以定位在高活跃的岩溶区域中的地下空隙。 337使用GPR检测到1-6米的直径,1-6米,1-5.5米,密度高达48米。对研究区域的进一步评估表明,基岩和土壤界面周围的水表波动导致地下空隙的形成。公路基础的挖掘诱导了更多地表水进入喀斯特含水层,从桥梁基础的水泵泵出来显着降低了喀斯特含水层的水位。公路建设改变了自然排水模式,并引起了喀斯特含水层的更多流体动力学变化,从而形成了更多的地下空隙或扩大的现有空隙。最后挖掘,分级过滤器和地理缺陷技术建议治疗聚类地下空隙,并建议灌浆治疗隔离空隙。该处理计划已被公路建设公司接受。

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