Method for measuring rainfall parameter weakened foundation pit slope instability critical water content
A technology of critical moisture content and determination method, which is applied in the field of determination of critical moisture content for instability of foundation pit slopes with weakened rainfall parameters, can solve the problem of not revealing the formation mechanism and mechanical dynamics of foundation pit slope deformation and instability. Unreasonable pit slope and other problems
- Summary
- Abstract
- Description
- Claims
- Application Information
AI Technical Summary
Problems solved by technology
Method used
Image
Examples
Embodiment 1
[0069] Embodiment one: by Figure 1 to Figure 3 give;
[0070] Step 1. Determine the basic physical and mechanical parameters of the foundation pit slope:
[0071] According to "Engineering Rock Mass Test Method Standard" and "Geotechnical Test Regulations", carry out systematic geophysical prospecting, testing, survey and mapping of the foundation pit slope to be measured, determine the variation law of the vertical depth and inclination angle of the foundation pit slope, and according to According to the law of inclination, the slope body of the foundation pit is divided vertically with equal width, and the inclination angle of the foundation pit is recorded as θ i , the average height of the i-th soil bar is denoted as l i , see Table 1.
[0072] Table 1 List of basic physical and mechanical parameters of foundation pit slope
[0073] Soil Strip Parameters 1 2 3 4 X i
4 4 4 4 l i
12.5 10.4 8.6 4.1 θ i
60° 60° 60° 60° ...
Embodiment 2
[0142] Embodiment two: by Figure 4 to Figure 7 gives:
[0143] Rainfall infiltration is a process in which the water content inside the slope gradually increases (that is, the movement process from unsaturated to saturated), and the infiltration characteristics of the water content inside the slope are different in different rainfall stages: as the rainfall continues in the initial stage of rainfall, the slope The water content and gravity gradually increase, and the surface of the slope first forms a plastic zone and gradually extends to the slope foot; in the middle of the rainfall, the surface layer of the slope foot first reaches saturation, and at the same time, the rock and soil on the surface of the slope are softened by the rainwater. The plastic zone further accelerates upward and inward along the slope; in the later period of rainfall, the surface rock and soil mass tends to be saturated, and the rainfall infiltration depth further expands, resulting in a decrease i...
PUM
Login to View More Abstract
Description
Claims
Application Information
Login to View More 


