Built-in anti-slide pile active reinforcing method suitable for unstable slope
An anti-slide pile, an active technology, applied in excavation, climate change adaptation, construction, etc., can solve the problems of reducing engineering treatment costs, conservative engineering measures, single design method, etc., and achieve the effect of avoiding a sharp decline in rock and soil strength
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Embodiment 1
[0049] An active reinforcement method for built-in anti-slide piles suitable for unstable slopes, comprising the following steps:
[0050] Step (1), preliminary identification of active reinforcement for unstable slopes: to find out possible potential sliding surfaces before slope construction, and perform rock mass sampling for potential sliding surfaces, and then according to GB / T 50123-2019 "Soil Engineering The physical and mechanical parameters of the rock and soil are obtained in the Test Method Standard; the physical and mechanical parameters of the rock and soil include the physical and mechanical parameters of the rock and soil in the initial state and the physical and mechanical parameters of the rock and soil after remodeling or deformation softening; if the rock and soil are remodeled or deformed and softened If the cohesive force or internal friction angle decreases by more than 20% compared with the initial state of rock and soil, then enter step (2), otherwise no...
Embodiment 2
[0058] An active reinforcement method for built-in anti-slide piles suitable for unstable slopes, comprising the following steps:
[0059] Step (1), preliminary identification of active reinforcement for unstable slopes: to find out possible potential sliding surfaces before slope construction, and perform rock mass sampling for potential sliding surfaces, and then according to GB / T 50123-2019 "Soil Engineering The physical and mechanical parameters of the rock and soil are obtained in the Test Method Standard; the physical and mechanical parameters of the rock and soil include the physical and mechanical parameters of the rock and soil in the initial state and the physical and mechanical parameters of the rock and soil after remodeling or deformation softening; if the rock and soil are remodeled or deformed and softened If the cohesive force or internal friction angle decreases by more than 20% compared with the initial state of rock and soil, then enter step (2), otherwise no...
Embodiment 3
[0072] An active reinforcement method for built-in anti-slide piles suitable for unstable slopes, comprising the following steps:
[0073] Step (1), preliminary identification of active reinforcement for unstable slopes: to find out possible potential sliding surfaces before slope construction, and perform rock mass sampling for potential sliding surfaces, and then according to GB / T 50123-2019 "Soil Engineering The physical and mechanical parameters of the rock and soil are obtained in the Test Method Standard; the physical and mechanical parameters of the rock and soil include the physical and mechanical parameters of the rock and soil in the initial state and the physical and mechanical parameters of the rock and soil after remodeling or deformation softening; if the rock and soil are remodeled or deformed and softened If the cohesive force or internal friction angle decreases by more than 20% compared with the initial state of rock and soil, then enter step (2), otherwise no...
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