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Anti-skid-drainage comprehensive treatment method for large-scale talus landslide
The invention discloses an anti-skid-drainage comprehensive treatment method for a large-scale talus landslide. The method comprises the following steps that geological exploration is carried out; a covering layer on the surface of a sliding body is flattened and tamped; a drainage ditch is constructed; an intercepting ditch is constructed; a slope toe is excavated and cleaned, a hole is punched in the slope toe inside the sliding body, a drainage pipe is pre-buried, a gravel water collection area is arranged, and the drainage pipe is in communication with the gravel water collection area; then a concrete retaining wall is constructed below the slope toe at the sliding body; a drain hole is formed in a wall body of the concrete retaining wall and communicates with the gravel water collection area; a drainage slide-resistant pile is constructed, a flow guide hole is excavated, and a water guide pipe is buried in the flow guide hole; one end of the water guide pipe is in communicated with a first drainage ditch, and the other end of the water guide pipe is in communicated with the water guide hole of the drainage slide-resistant pile in a sealed mode. According to the method, multiple treatment means are adopted, an anti-skid system and a drainage system are organically combined, the advantages of the treatment means are complemented and coordinated to form combined advantages, and the method has a remarkable effect on treatment of the large-scale talus slope.
本发明公开了一种大型堆积体滑坡的抗滑‑排水综合治理方法,包括地质勘察;对滑体表面的覆盖层进行平整并夯实;施工排水沟;施工截水沟;对坡脚进行开挖清理,在滑体内部的坡脚处打孔并预埋排水管,设置碎石集水区,排水管与碎石集水区连通;随后在滑体处的坡脚下方施工混凝土挡土墙;混凝土挡土墙的墙体中开设有泄水孔,泄水孔与碎石集水区连通;施工排水抗滑桩,开挖导流孔洞,导流孔洞中埋设导水管;导水管的一端和第一排水沟连通,另一端与排水抗滑桩的导水孔密封连通。本方法采用多种治理手段,将抗滑系统和排水系统有机结合起来,利用各种治理手段的优势互补、相互协同,形成了组合优势,对大型堆积体边坡治理具有显著效果。
Anti-skid-drainage comprehensive treatment method for large-scale talus landslide
The invention discloses an anti-skid-drainage comprehensive treatment method for a large-scale talus landslide. The method comprises the following steps that geological exploration is carried out; a covering layer on the surface of a sliding body is flattened and tamped; a drainage ditch is constructed; an intercepting ditch is constructed; a slope toe is excavated and cleaned, a hole is punched in the slope toe inside the sliding body, a drainage pipe is pre-buried, a gravel water collection area is arranged, and the drainage pipe is in communication with the gravel water collection area; then a concrete retaining wall is constructed below the slope toe at the sliding body; a drain hole is formed in a wall body of the concrete retaining wall and communicates with the gravel water collection area; a drainage slide-resistant pile is constructed, a flow guide hole is excavated, and a water guide pipe is buried in the flow guide hole; one end of the water guide pipe is in communicated with a first drainage ditch, and the other end of the water guide pipe is in communicated with the water guide hole of the drainage slide-resistant pile in a sealed mode. According to the method, multiple treatment means are adopted, an anti-skid system and a drainage system are organically combined, the advantages of the treatment means are complemented and coordinated to form combined advantages, and the method has a remarkable effect on treatment of the large-scale talus slope.
本发明公开了一种大型堆积体滑坡的抗滑‑排水综合治理方法,包括地质勘察;对滑体表面的覆盖层进行平整并夯实;施工排水沟;施工截水沟;对坡脚进行开挖清理,在滑体内部的坡脚处打孔并预埋排水管,设置碎石集水区,排水管与碎石集水区连通;随后在滑体处的坡脚下方施工混凝土挡土墙;混凝土挡土墙的墙体中开设有泄水孔,泄水孔与碎石集水区连通;施工排水抗滑桩,开挖导流孔洞,导流孔洞中埋设导水管;导水管的一端和第一排水沟连通,另一端与排水抗滑桩的导水孔密封连通。本方法采用多种治理手段,将抗滑系统和排水系统有机结合起来,利用各种治理手段的优势互补、相互协同,形成了组合优势,对大型堆积体边坡治理具有显著效果。
Anti-skid-drainage comprehensive treatment method for large-scale talus landslide
一种大型堆积体滑坡的抗滑-排水综合治理方法
HUANG DA (Autor:in) / HUANG WENBO (Autor:in) / SONG YIXIANG (Autor:in) / ZHONG ZHU (Autor:in) / CEN DUOFENG (Autor:in) / WU LIZHOU (Autor:in)
22.09.2020
Patent
Elektronische Ressource
Chinesisch
Anti-sliding and drainage comprehensive treatment method for landslide
Europäisches Patentamt | 2021
|Europäisches Patentamt | 2024
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