Downslide thrust evaluation method for variable width slicing of side slope

An evaluation method and variable width technology, applied in instrument, geometric CAD, calculation, etc., to achieve the effect of solving the problem of accurate calculation and stability evaluation of residual sliding thrust

Active Publication Date: 2016-06-15
QINGDAO TECHNOLOGICAL UNIVERSITY
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Problems solved by technology

Therefore, this method effectively solves the problem of accurate calculation and stability evaluation of the residual sliding thrust of the slope whose underlying bedrock surface is a continuously slowly changing arc-shaped slip surface.

Method used

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  • Downslide thrust evaluation method for variable width slicing of side slope
  • Downslide thrust evaluation method for variable width slicing of side slope
  • Downslide thrust evaluation method for variable width slicing of side slope

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Embodiment Construction

[0094] The present invention will be further described below in conjunction with specific embodiments and accompanying drawings. For a better description of the present invention, the present invention discusses its feasibility in detail in conjunction with a specific accumulation layer slope project, to illustrate its practical significance and value.

[0095] The underlying bedrock surface of a slope with a complex accumulation layer is a continuous and slowly changing arc-shaped slip surface. This method is used to vertically slice the slope to determine the width of the soil strip and the thrust direction of the landslide. The specific evaluation and design steps are as follows:

[0096] Step 1: Exploration and determination of the underlying slip surface of the slope body

[0097] Such as figure 2 As shown, according to the geological and geomorphic conditions of the accumulative slope to be evaluated, determine the vertical buried depth H of the accumulative slope and ...

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Abstract

The invention relates to the field of side slope engineering stability evaluation and landslide hazard prediction and prevention, in particular to a downslide thrust evaluation method for variable width slicing of a side slope, and mainly solves the problems that the conventional circular slice method and the residual downslide thrust method have difficulty in meeting the accuracy requirement, and misjudgment occurs easily. The downslide thrust evaluation method comprises the following steps: firstly, comprehensively determining a major slipping longitudinal profile map of a side slope body through exploration and determination of an underlying slipping surface, and according to changes of the inclination theta of the underlying slipping surface, determining the extreme point and the inflection point of the inclination changing curve, so as to obtain sliced regions of the underlying slipping surface of the side slope body by division; performing uniform angular slicing on the sliced regions and determining the slicing width of soil stripes of the overall side slope body, the residual downslide thrust direction and the positions of action points. The downslide thrust evaluation method for variable width slicing of the side slope, provided by the invention, effectively solves the problems of precise calculation and stability evaluation of the residual downslide thrust of a side slope when the underlying bedrock surface is a continuous slowly-varying arc-shaped slipping surface, thereby being extremely high in practicability and effectiveness.

Description

technical field [0001] The invention relates to the fields of slope engineering stability evaluation and landslide disaster prediction and prevention, in particular to a sliding thrust evaluation method for slopes with variable width slices. Background technique [0002] Slope is one of the most basic geological environments for human engineering activities, and it is also the most common engineering form in engineering construction. The correct understanding of slopes, reasonable evaluation, proper treatment and the minimization of disasters caused by slope instability have huge social, economic and environmental impacts in the fields of slope engineering stability evaluation and landslide disaster prediction and prevention. benefit. [0003] At present, the most widely used method for slope stability analysis is the limit equilibrium method. This method assumes the landslide as a rigid body, analyzes its mechanical equilibrium state along the sliding surface, calculates ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G06F17/50
CPCG06F30/13
Inventor 贺可强张朋傅鹏辉
Owner QINGDAO TECHNOLOGICAL UNIVERSITY
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