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A Numerical Simulation Method of Soil Collapse Based on the Principle of Mechanical Balance

A balance principle and numerical simulation technology, applied in CAD numerical modeling, design optimization/simulation, etc., can solve the problems of large calculation scale, large regional differences in empirical parameters, and low simulation accuracy of small-scale trench soil collapse.

Active Publication Date: 2020-01-17
CHINA INST OF WATER RESOURCES & HYDROPOWER RES
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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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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  • A Numerical Simulation Method of Soil Collapse Based on the Principle of Mechanical Balance
  • A Numerical Simulation Method of Soil Collapse Based on the Principle of Mechanical Balance
  • A Numerical Simulation Method of Soil Collapse Based on the Principle of Mechanical Balance

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Embodiment Construction

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

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

[0059] S1, determine the soil body that has collapsed gravity erosion;

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

[0061] S3, for the soil that is pre-collapsed by gravity erosion, obtain the geometric parameters of the soil: the depth of the fissure h, the horizontal length d of the...

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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 gravitational erosion. Collapse refers to the steep slope section where the bedrock or parent material vertical joints such as the gully bank or river bank are relatively developed. When the water flow cuts and scrubs or manually excavates its base, the soil body of the steep wall loses balance, and the mass of soil is separated from the bank slope. The phenomenon of falling, falling or turning over. The sandy bank slopes of most rivers, including 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. Collapse will threaten the safety of river levees, cause the loss of a large number ...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G06F30/20G06F111/10
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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