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
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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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