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Landslide treatment method
The invention relates to a landslide treatment method. The landslide treatment method comprises the following steps of S1, surveying and mapping engineering geology; S2, investigating the engineeringgeology; S3, performing geological analysis; and S4, assessing exploration quality; and in the step S4, an anti-skid structure comprises a plurality of anti-skid piles anchored to the stable rock stratum and a plurality of inclined pull piles arranged on the sides, facing the high end of a landslide, of the anti-skid piles, the inclined pull piles are obliquely arranged, the lower ends of the inclined pull piles are fixedly connected to the stable rock stratum, the tops of the anti-skid piles located at the same height are connected with a retaining wall, the anti-skid piles are reinforced concrete piles, and the distance between every two adjacent anti-skid piles is 3 to 5 times the diameter of the anti-skid piles. The landslide treatment method has the effect of being stable in landslidetreatment.
本申请涉及一种滑坡治理方法,其包括以下步骤:S1、工程地质测绘;S2、工程地质勘察;S3、地质分析;S4、勘查质量评估;步骤S4中防滑结构包括多个锚固于稳定岩层的防滑桩以及多个设置于防滑桩朝向滑坡高端一侧的斜拉桩,所述斜拉桩呈倾斜设置且其下端固定连接于稳定岩层,位于同一高度的多个所述防滑桩顶部连接有挡土墙,所述防滑桩为钢筋混凝土桩,相邻所述防滑桩的间距为其直径的3~5倍。本申请具有滑坡治理相对较为稳定的效果。
Landslide treatment method
The invention relates to a landslide treatment method. The landslide treatment method comprises the following steps of S1, surveying and mapping engineering geology; S2, investigating the engineeringgeology; S3, performing geological analysis; and S4, assessing exploration quality; and in the step S4, an anti-skid structure comprises a plurality of anti-skid piles anchored to the stable rock stratum and a plurality of inclined pull piles arranged on the sides, facing the high end of a landslide, of the anti-skid piles, the inclined pull piles are obliquely arranged, the lower ends of the inclined pull piles are fixedly connected to the stable rock stratum, the tops of the anti-skid piles located at the same height are connected with a retaining wall, the anti-skid piles are reinforced concrete piles, and the distance between every two adjacent anti-skid piles is 3 to 5 times the diameter of the anti-skid piles. The landslide treatment method has the effect of being stable in landslidetreatment.
本申请涉及一种滑坡治理方法,其包括以下步骤:S1、工程地质测绘;S2、工程地质勘察;S3、地质分析;S4、勘查质量评估;步骤S4中防滑结构包括多个锚固于稳定岩层的防滑桩以及多个设置于防滑桩朝向滑坡高端一侧的斜拉桩,所述斜拉桩呈倾斜设置且其下端固定连接于稳定岩层,位于同一高度的多个所述防滑桩顶部连接有挡土墙,所述防滑桩为钢筋混凝土桩,相邻所述防滑桩的间距为其直径的3~5倍。本申请具有滑坡治理相对较为稳定的效果。
Landslide treatment method
一种滑坡治理方法
LI WEI (author) / WAN CHUZHI (author)
2020-11-17
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
LANDSLIDE DETECTION MEMBER AND LANDSLIDE DETECTION METHOD
European Patent Office | 2019
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