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Multi-stage sliding roadbed filling structure on super-huge landslide mass and stability control method
The embodiment of the invention provides a multistage sliding roadbed filling structure on a super-huge landslide mass and a stability control method, and relates to the technical field of engineering treatment. According to the roadbed filling structure on the multistage sliding oversize landslide mass and the stability control method, the roadbed filling structure comprises a roadbed filling assembly, an anti-skid stabilizing assembly and a reinforcing assembly, and according to the landslide thrust condition, edge fixing bodies, anti-skid blocking piers and side beams are pre-buried in the lower side position of a landslide body; a cushion pier and a cushion pier anchor cable are arranged in the middle of the surface of the landslide body, the bottom end of the cushion pier anchor cable is pre-buried in a rock layer, a top fixing pier is pre-arranged at the top end of the left side of the surface of the landslide body, a connecting pier is arranged in the landslide body, a rotary excavating pile and an anti-sliding beam are pre-buried in the surface of the landslide body, the landslide body is leveled, and a roadbed filling body is filled. And a drainage side ditch, a drainage ditch and a diversion ditch are built in the surface of the landslide mass, reinforcing plates are adopted for reinforcing the interior of the landslide mass, and stable filling control over the roadbed on the rock layer and the landslide mass is completed.
本申请实施例提供多级滑动的特大型滑坡体上路基填筑结构及稳定控制方法涉及工程治理技术领域。根据本申请的多级滑动的特大型滑坡体上路基填筑结构及稳定控制方法,包括路基填筑组件、防滑稳固组件和加固组件,并根据滑坡推力情况,在滑坡体坡体下侧位置预埋固边体,防滑挡墩和侧梁,在所述滑坡体表面中部设置垫墩和垫墩锚索,垫墩锚索底端预埋于岩石层内,在所述滑坡体表面左侧顶端预设顶固墩,连接墩设置于滑坡体内部,在所述滑坡体表面预埋旋挖桩和抗滑梁,整平滑坡体并填筑路基填筑体,在所述滑坡体表面修建疏水边沟、引流沟和分流沟,并在其内部采用加固板进行加固,完成对岩石层和滑坡体上路基稳定填筑控制。
Multi-stage sliding roadbed filling structure on super-huge landslide mass and stability control method
The embodiment of the invention provides a multistage sliding roadbed filling structure on a super-huge landslide mass and a stability control method, and relates to the technical field of engineering treatment. According to the roadbed filling structure on the multistage sliding oversize landslide mass and the stability control method, the roadbed filling structure comprises a roadbed filling assembly, an anti-skid stabilizing assembly and a reinforcing assembly, and according to the landslide thrust condition, edge fixing bodies, anti-skid blocking piers and side beams are pre-buried in the lower side position of a landslide body; a cushion pier and a cushion pier anchor cable are arranged in the middle of the surface of the landslide body, the bottom end of the cushion pier anchor cable is pre-buried in a rock layer, a top fixing pier is pre-arranged at the top end of the left side of the surface of the landslide body, a connecting pier is arranged in the landslide body, a rotary excavating pile and an anti-sliding beam are pre-buried in the surface of the landslide body, the landslide body is leveled, and a roadbed filling body is filled. And a drainage side ditch, a drainage ditch and a diversion ditch are built in the surface of the landslide mass, reinforcing plates are adopted for reinforcing the interior of the landslide mass, and stable filling control over the roadbed on the rock layer and the landslide mass is completed.
本申请实施例提供多级滑动的特大型滑坡体上路基填筑结构及稳定控制方法涉及工程治理技术领域。根据本申请的多级滑动的特大型滑坡体上路基填筑结构及稳定控制方法,包括路基填筑组件、防滑稳固组件和加固组件,并根据滑坡推力情况,在滑坡体坡体下侧位置预埋固边体,防滑挡墩和侧梁,在所述滑坡体表面中部设置垫墩和垫墩锚索,垫墩锚索底端预埋于岩石层内,在所述滑坡体表面左侧顶端预设顶固墩,连接墩设置于滑坡体内部,在所述滑坡体表面预埋旋挖桩和抗滑梁,整平滑坡体并填筑路基填筑体,在所述滑坡体表面修建疏水边沟、引流沟和分流沟,并在其内部采用加固板进行加固,完成对岩石层和滑坡体上路基稳定填筑控制。
Multi-stage sliding roadbed filling structure on super-huge landslide mass and stability control method
多级滑动的特大型滑坡体上路基填筑结构及稳定控制方法
WU KAI (Autor:in) / ZHAO HAISONG (Autor:in) / ZHANG LEI (Autor:in) / WEI ANHUI (Autor:in) / SHAO JIANG (Autor:in) / ZHANG LE (Autor:in)
07.03.2023
Patent
Elektronische Ressource
Chinesisch
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