Eureka AIR delivers breakthrough ideas for toughest innovation challenges, trusted by R&D personnel around the world.

Stability analysis method of bedding slope under rainfall condition based on shoulder displacement

An analysis method and a stable technology, applied in special data processing applications, instruments, electrical digital data processing, etc., can solve the problems that it is difficult to reflect the mechanical state of rock mass and determine the stress and strain state of slope rock mass, and achieve The effect of avoiding landslide disaster

Active Publication Date: 2018-12-21
CHONGQING JIAOTONG UNIVERSITY
View PDF10 Cites 0 Cited by
  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Therefore, when the external environment or internal properties change, the rock mass slope will show an extremely complicated deformation and failure process, so that it is difficult to determine the real stress-strain state in the slope rock mass, and the failure theory expressed by stress or strain It is difficult to reflect the real mechanical state of the rock mass

Method used

the structure of the environmentally friendly knitted fabric provided by the present invention; figure 2 Flow chart of the yarn wrapping machine for environmentally friendly knitted fabrics and storage devices; image 3 Is the parameter map of the yarn covering machine
View more

Image

Smart Image Click on the blue labels to locate them in the text.
Viewing Examples
Smart Image
  • Stability analysis method of bedding slope under rainfall condition based on shoulder displacement
  • Stability analysis method of bedding slope under rainfall condition based on shoulder displacement
  • Stability analysis method of bedding slope under rainfall condition based on shoulder displacement

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0029] In this embodiment, the rainfall stability coefficient K of the slope is calculated by using the tangential force of the rock layer caused by rainfall as the starting force of slope deformation.

[0030] see figure 1 , under rainfall conditions, the hydraulic action of rainwater in the infiltrated slope body on the dominant structural surface includes the hydrostatic pressure of the trailing edge cracks and the uplift pressure and drag force on the weak structural surface. see figure 2 , due to the infiltration of rainfall, the strength of the muddy cement and soluble salt cement in the structural surface decreased rapidly, and the strength softened significantly, resulting in a rapid decline in the shear capacity of the layer, and the shear modulus of the material decreased from G to G 1 .

[0031] When the groundwater outflow joints of the slope are not blocked, the stress of the slope is simplified into a two-dimensional form. Assume that there is a crack at the ...

the structure of the environmentally friendly knitted fabric provided by the present invention; figure 2 Flow chart of the yarn wrapping machine for environmentally friendly knitted fabrics and storage devices; image 3 Is the parameter map of the yarn covering machine
Login to View More

PUM

No PUM Login to View More

Abstract

A method for analyze stability of bedding slope under rainfall condition based on displacement of slope shoulder includes such step as reconnaissance and mapping of slope to be analyzed, calculation of displacement u of point A of slope shoulder under rainfall condition and calculation of rainfall stability coefficient K. This method can provide pertinent basis for the prevention and control of landslide. It can realize the real-time grasp of slope stability.

Description

technical field [0001] The invention relates to the technical field of rock slope stability, in particular to an analysis method for the dynamic stability of rock slopes. Background technique [0002] In engineering practice, because slope rock mass often has complex structural planes and structures, and is in a complex in-situ stress field, there are many unknown and uncertain influencing factors. Therefore, when the external environment or internal properties change, the rock mass slope will show an extremely complex deformation and failure process, so that it is difficult to determine the real stress-strain state in the slope rock mass, and the failure theory expressed by stress or strain It is difficult to reflect the real mechanical state of the rock mass. [0003] Because the displacement itself is easy to monitor, the stability of the rock mass structure can often be judged according to the displacement of some special positions on the structure. Therefore, the engi...

Claims

the structure of the environmentally friendly knitted fabric provided by the present invention; figure 2 Flow chart of the yarn wrapping machine for environmentally friendly knitted fabrics and storage devices; image 3 Is the parameter map of the yarn covering machine
Login to View More

Application Information

Patent Timeline
no application Login to View More
Patent Type & Authority Applications(China)
IPC IPC(8): G06F17/50
CPCG06F30/20Y02A10/23
Inventor 王俊杰陈爽爽杨洋邱珍锋
Owner CHONGQING JIAOTONG UNIVERSITY
Who we serve
  • R&D Engineer
  • R&D Manager
  • IP Professional
Why Eureka
  • Industry Leading Data Capabilities
  • Powerful AI technology
  • Patent DNA Extraction
Social media
Eureka Blog
Learn More
PatSnap group products

Browse by: Latest US Patents, China's latest patents, Technical Efficacy Thesaurus, Application Domain, Technology Topic, Popular Technical Reports.

© 2024 PatSnap. All rights reserved.Legal|Privacy policy|Modern Slavery Act Transparency Statement|Sitemap|About US| Contact US: help@patsnap.com