Prediction method for horizontal deformation of high-core-wall rock-fill dam in construction period

A technology of horizontal deformation and prediction method, applied in the direction of measuring devices, instruments, electrical digital data processing, etc., can solve the problems of poor prediction accuracy of physical causes, deformation of deformation monitoring points, etc., and achieve high deformation prediction accuracy, good simulation and reflected effect

Pending Publication Date: 2020-11-17
SICHUAN UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Benefits of technology

This technology helps predicting changes caused by large movements or loads over time during construction projects such as road paving materials used for roads. By analyzing these measurements from different directions, it becomes possible to make informed decisions about future building design options. Overall, its technical effect lies within an improved understanding of how engineering works progresses under various conditions while maintaining accurate predictions.

Problems solved by technology

Technological Problem: Current predictive analysis techniques based on classical mathematics cannot accurately describe complicated deformations caused by highly porous rocks filled with water or other liquids during hydroelectric power generation.

Method used

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  • Prediction method for horizontal deformation of high-core-wall rock-fill dam in construction period
  • Prediction method for horizontal deformation of high-core-wall rock-fill dam in construction period
  • Prediction method for horizontal deformation of high-core-wall rock-fill dam in construction period

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Embodiment Construction

[0025] The specific embodiments of the present invention are described below so that those skilled in the art can understand the present invention, but it should be clear that the present invention is not limited to the scope of the specific embodiments. For those of ordinary skill in the art, as long as various changes Within the spirit and scope of the present invention defined and determined by the appended claims, these changes are obvious, and all inventions and creations using the concept of the present invention are included in the protection list.

[0026] refer to figure 1 , figure 1 A method for predicting horizontal deformation of a high-core rockfill dam during construction is shown; the method S includes steps S1 to S6.

[0027] In step S1, a reference surface is selected on the high-core rockfill dam, and the distance from each monitoring point to the reference surface is determined according to the horizontal deformation monitoring points and their positions arran

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Abstract

The invention discloses a prediction method for horizontal deformation of a high-core-wall rock-fill dam in a construction period, which comprises the following steps of: selecting a reference surface(generally a foundation surface) on the high-core-wall rock-fill dam, determining vertical distances from each monitoring point to the reference surface and the surface of the dam body according to the horizontal deformation monitoring points distributed in the dam body and the positions of the horizontal deformation monitoring points, and establishing a space coordinate system; determining the spatial position of each monitoring point; stress deformation and creep deformation of the deformation monitoring points in the river direction are calculated according to the horizontal deformation physical causes; calculating stress deformation and creep deformation of the deformation monitoring points in the transverse river direction; and according to the stress deformation and creep deformation of the deformation monitoring points along the river direction and the stress deformation and creep deformation of the deformation monitoring points along the transverse river direction, calculatingthe horizontal deformation of the deformation monitoring points along the river direction and the horizontal deformation of the deformation monitoring points along the transverse river direction.

Description

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Claims

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Application Information

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Owner SICHUAN UNIV
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