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Sliding bedding sandy mudstone slope treatment technology

A bed-sliding and sliding technology, which is applied in construction, excavation, and foundation structure engineering, can solve problems such as settlement and structural damage of surrounding buildings, easy collapse of slopes, and infeasibility of traditional techniques, so as to ensure construction progress, The effect of removing the slope collapse and saving the owner's investment

Active Publication Date: 2021-08-31
CHONGQING QIANNIU CONSTR ENG +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0006] Aiming at the above-mentioned deficiencies in the prior art, the present invention provides a slipping bedding sandy mudstone slope treatment technology to solve the problem that the existing technology is large excavation to the designed lock position, and the slope is prone to collapse ; As a result, the traditional technology is not feasible, and the large excavation will cause the settlement and structural damage of the surrounding buildings, and even cause the entire mountain to slide at the top of the slope.

Method used

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  • Sliding bedding sandy mudstone slope treatment technology
  • Sliding bedding sandy mudstone slope treatment technology

Examples

Experimental program
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Effect test

Embodiment 1

[0047] Such as Figure 1-2 As shown, the treatment technology for slipping bedding sandy mudstone slopes uses anti-slide piles 1 to protect and treat bedding sandy mudstone slopes 2 that have slipped or may slip, specifically including the following steps:

[0048] S1, exploration and preparation, collecting slope 2 data, setting protective measures, determining the position of anti-slide pile 1, and determining the design lock elevation α and the actual construction lock elevation β;

[0049] S2, lock 12 construction, directly carry out lock 12 construction at the actual construction lock elevation β;

[0050]S3, pile body 11 construction, select the material of pile body 11 and the length of pile body 11 according to slope 2 data, and carry out pile body 11 construction;

[0051] S4, excavate and set slope, excavate the side slope 2, and dig down the side slope 2 at the anti-slide pile 1 to the design lock elevation α;

[0052] S5, repairing the anti-slide pile 1, removing...

Embodiment 2

[0078] This embodiment is a further improvement of the previous embodiment, such as Figure 1-2 As shown, the treatment technology for slipping bedding sandy mudstone slopes uses anti-slide piles 1 to protect and treat bedding sandy mudstone slopes 2 that have slipped or may slip, specifically including the following steps:

[0079] S1, exploration and preparation, collecting slope 2 data, setting protective measures, determining the position of anti-slide pile 1, and determining the design lock elevation α and the actual construction lock elevation β;

[0080] S2, lock 12 construction, directly carry out lock 12 construction at the actual construction lock elevation β;

[0081] S3, pile body 11 construction, select the material of pile body 11 and the length of pile body 11 according to slope 2 data, and carry out pile body 11 construction;

[0082] S4, excavate and set slope, excavate the side slope 2, and dig down the side slope 2 at the anti-slide pile 1 to the design loc...

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Abstract

The invention belongs to the technical field of landslide treatment, and particularly relates to a sliding bedding sandy mudstone slope treatment technology. The sliding bedding sandy mudstone slope treatment technology comprises the steps of exploration and preparation, fore shaft construction, pile body construction, excavation and slope releasing and the like. Compared with a traditional mode that excavation and slope releasing are conducted firstly and then anti-slide pile construction is conducted, the actual construction fore shaft elevation is made to be higher than the designed fore shaft elevation by manually filling a foundation, and after the condition that the slope stability is met, or under the condition that the actual construction fore shaft elevation is higher than the designed fore shaft elevation, anti-slide piles are constructed firstly, and then reverse construction method manual excavation is conducted. According to the sliding bedding sandy mudstone slope treatment technology, anti-slide pile construction can be directly conducted on a sliding slope, reverse construction method construction is conducted after the fore shaft elevation is increased and filling is conducted again, the hidden danger of slope collapse during manual anti-slide pile hole excavation construction and the landslide hidden danger of a whole slope top mountain are eliminated, the construction safety is ensured, the construction progress is ensured, and the construction cost is reduced.

Description

technical field [0001] The invention belongs to the technical field of landslide treatment, and in particular relates to the treatment technology for sliding bedding sandy mudstone slopes. Background technique [0002] Landslide is the process and phenomenon in which the local stability of the slope is destroyed. Under the action of gravity, the rock mass or other debris slides downward along one or more fractured sliding surfaces as a whole, which brings hidden dangers to road safety. There are many factors that induce landslides. The geological structure and physical and mechanical properties of slope rock and soil are the internal factors that determine its stability. Rainfall, groundwater level changes, and human engineering activities are external factors that affect slope stability. The formation of landslides The process is often the result of the interaction of internal and external factors. [0003] Non-patent literature: [11] Jiang Weixue, Xue Minchen. Mechanism A...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D17/20
CPCE02D17/20E02D17/207
Inventor 程均王刚蒲建成白洋朱来金樊伟胡林徐伟黄新国
Owner CHONGQING QIANNIU CONSTR ENG
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