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A control method and application of slope-cutting slope and landslide in phyllite area

A technology of phyllite and area, which is applied in the control field of slope cutting and landslide in phyllite area, can solve the problem that it cannot be used to guide artificial slope cutting and treatment, cannot judge the danger of artificial slope cutting and landslide, and is not applicable. problems, achieve good governance effects, reduce water catchment and water inflow and infiltration, and reduce work intensity

Active Publication Date: 2021-02-09
CHENGDU UNIVERSITY OF TECHNOLOGY
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0008] The existing technologies represented by the above-mentioned patent documents are mainly aimed at soil landslides or rock landslides in red bed areas, and are not applicable in other areas, nor can they judge the landslide risk of artificially cut slopes, nor can they be used to guide artificial landslides. Management of Slope Cutting
[0009] In addition, these studies are only used for natural slopes, and the slopes of potential landslides are often below 45 degrees, and it is almost impossible to exceed 50 degrees.

Method used

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  • A control method and application of slope-cutting slope and landslide in phyllite area
  • A control method and application of slope-cutting slope and landslide in phyllite area
  • A control method and application of slope-cutting slope and landslide in phyllite area

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0052] A method for controlling landslides on cut slopes and side slopes in phyllite areas, comprising the following steps:

[0053] a. On-site investigation and mapping of landslide body slope length L, landslide body slope α, landslide body upper side area A u and the side slope β on the landslide mass;

[0054] B, calculate the risk of landslides of artificial slope slopes in the phyllite area by formula 1;

[0055] T=S+1.8U Formula 1

[0056] In the formula, T is the terrain factor; S is the slope factor of the landslide body, which is determined by formula 2; U is the topographic factor, which is determined by formula 3;

[0057] S=tanα Formula 2

[0058] U=tan(α-β)A u / A Formula 3

[0059] In the formula, α is the slope of the landslide body, unit °; A u is the area of ​​the upper side of the landslide body, unit m 2 ; A is the area of ​​the landslide, in m 2 ; β is the slope of the upper side of the landslide body, unit °, β<α;

[0060] When β≥α, let tan(α-β)A ...

Embodiment 2

[0070] A method for controlling landslides on cut slopes and side slopes in phyllite areas, comprising the following steps:

[0071] a. On-site investigation and mapping of landslide body slope length L, landslide body slope α, landslide body upper side area A u and the side slope β on the landslide mass;

[0072] B, calculate the risk of landslides of artificial slope slopes in the phyllite area by formula 1;

[0073] T=S+1.8U Formula 1

[0074] In the formula, T is the terrain factor; S is the slope factor of the landslide body, which is determined by formula 2; U is the topographic factor, which is determined by formula 3;

[0075] S=tanα Formula 2

[0076] U=tan(α-β)A u / A Formula 3

[0077] In the formula, α is the slope of the landslide body, unit °; A u is the area of ​​the upper side of the landslide body, unit m 2 ; A is the area of ​​the landslide, in m 2 ; β is the slope of the upper side of the landslide body, unit °, β<α;

[0078] When β≥α, let tan(α-β)A ...

Embodiment 3

[0089] A method for controlling slope-cutting and side slope landslides in the phyllite area, comprising the following steps:

[0090] a. On-site investigation and mapping of landslide body slope length L, landslide body slope α, landslide body upper side area A u and the side slope β on the landslide mass;

[0091] B, calculate the risk of landslides of artificial slope slopes in the phyllite area by formula 1;

[0092] T=S+1.8U Formula 1

[0093] In the formula, T is the terrain factor; S is the slope factor of the landslide body, which is determined by formula 2; U is the topographic factor, which is determined by formula 3;

[0094] S=tanα Formula 2

[0095] U=tan(α-β)A u / A Formula 3

[0096] In the formula, α is the slope of the landslide body, unit °; A u is the area of ​​the upper side of the landslide body, unit m 2 ; A is the area of ​​the landslide, in m 2 ; β is the slope of the upper side of the landslide body, unit °, β<α;

[0097] When β≥α, let tan(α-β)...

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Abstract

The invention discloses a treatment method for landslides on side slopes in phyllite areas, comprising the following steps: a. On-site surveying and mapping the slope length L of the landslide body, the slope α of the landslide body, and the upper side area A of the landslide body u and the side slope β on the landslide mass; b, calculate the risk of landslides in the artificial cut slope in the phyllite area; c, divide the risk level; d, set the critical value Tcr of the terrain factor after treatment to 2.10, if If the topographic factor T'≤2.10 after treatment, the treatment is qualified; if L≥3m, and T'>2.10, continue comprehensive treatment. The present invention comprehensively considers the terrain influencing factors of the slope landslide, takes reducing the water catchment area at the upper part of the landslide body as the preferred control measure, reduces the area of ​​the water catchment area at the upper side of the landslide body, reduces water catchment and water infiltration; and cooperates to reduce landslide body The slope can reduce the power of landslide, so as to meet the needs of landslide control and improve the effect of landslide prevention and control.

Description

technical field [0001] The invention relates to the field of prevention and control of artificial slope cutting and landslides, in particular to a control method and application of slope cutting and landslides in the phyllite area. Background technique [0002] The new slopes formed by artificial slope cutting are widely distributed in low mountain and hilly areas, especially in the eastern low mountain and hilly areas of our country. [0003] Due to the growth of people's income, the per capita living area has also been increasing. The original housing can no longer meet the growing living needs of local residents, and new buildings need to be built. But our country has less arable land, and to protect the arable land, if we want to build new houses, we have to find another way. The only way to consider is to form a new dwelling site by cutting slopes on the side of a low mountain. In order to reduce the construction cost, increasing the slope of the slope is the usual ch...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D17/20E03F5/00E03F3/04
CPCE02D17/20E03F3/046Y02A10/23
Inventor 余斌陈文鸿柳清文
Owner CHENGDU UNIVERSITY OF TECHNOLOGY
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