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Soil body collapse numerical simulation method based on mechanical balance principle

A technology of balance principle and numerical simulation, applied in the direction of electrical digital data processing, special data processing applications, instruments, etc., can solve the problems of failure to consider the randomness of collapse, low simulation accuracy of soil collapse in small-scale ditches, and large calculation scale

Active Publication Date: 2019-05-14
CHINA INST OF WATER RESOURCES & HYDROPOWER RES
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Problems solved by technology

This method does not involve the mechanical mechanism of soil collapse, nor does it consider the randomness of collapse. The method has a low degree of refinement and a large calculation scale, and the simulation accuracy of soil collapse in small-scale trenches is low.
At the same time, the empirical parameters of various statistical methods are greatly affected by regional differences, and the methods are too specific and cannot be directly applied to other regions, making it difficult to promote them.

Method used

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  • Soil body collapse numerical simulation method based on mechanical balance principle
  • Soil body collapse numerical simulation method based on mechanical balance principle
  • Soil body collapse numerical simulation method based on mechanical balance principle

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Embodiment Construction

[0057] In order to make the object, technical solution and advantages of the present invention clearer, the present invention will be further described in detail below in conjunction with the accompanying drawings. It should be understood that the specific embodiments described here are only used to explain the present invention, and are not intended to limit the present invention.

[0058] Such as figure 1 As shown, the embodiment of the present invention provides a method for numerical simulation of collapse based on the principle of mechanical balance, including the following steps:

[0059] S1, to determine the soil body where collapse-type gravity erosion occurs;

[0060] S2, generalize the soil body of collapse type gravity erosion into a flat prism, the cross-section of the prism includes trapezoid, right triangle and rectangle;

[0061] S3, for the pre-collapse-type gravity erosion soil, obtain the geometric parameters of the soil: the crack depth h, the horizontal l...

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Abstract

The invention discloses a soil body collapse numerical simulation method based on a mechanical balance principle, and relates to the technical field of soil body collapse simulation and computer numerical calculation. The method comprises: generalizing the shape of a collapsed soil body; determining that the cross section of the collapsed soil body comprises a trapezoid; selecting a pre-collapsedsoil body, a right triangle and a rectangle, acquiring geometric parameters of the pre-collapsed soil body, simulating stress of the pre-collapsed soil body with different section shapes according tothe geometric parameters, judging whether the soil body is collapsed or not according to a simulation result, and acquiring the quality of the soil body if the soil body is collapsed, thereby realizing numerical simulation of the collapsed gravity erosion soil body. Based on the most fundamental cause-mechanical instability mechanism of the collapse, the method provides a judgment condition for judging whether the collapse occurs or not, and simulates the collapse amount. The method is not limited by geographical and topographic factors and can be widely popularized and applied.

Description

technical field [0001] The invention relates to the technical field of soil collapse simulation and computer numerical calculation, in particular to a soil collapse numerical simulation method based on the principle of mechanical balance. Background technique [0002] Collapse is one of the common forms of gravity erosion. Collapse refers to the steep slope section where bedrock or parent material vertical joints such as ditch bank or river bank are relatively developed. The phenomenon of tipping, rolling or turning over. The sandy slopes of most rivers, such as the Mississippi River in the United States, the Rhine River in Europe, and the seven major rivers in my country, have collapsed to varying degrees. Collapses will threaten the safety of river embankments, lead to the loss of a large amount of good farmland and cultivated land, and affect the evolution of riverbed erosion and siltation and ship navigation. "The formation directly affects the safety of the "hanging ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G06F17/50
Inventor 周祖昊蔡静雅刘佳嘉徐东坡龚家国严子奇王浩贾仰文
Owner CHINA INST OF WATER RESOURCES & HYDROPOWER RES
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