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Method for Determination of Dynamic Stability Coefficient of Slope Based on Groundwater Level and Displacement Monitoring

A technology of dynamic stability and groundwater level, applied in measurement devices, electrical digital data processing, special data processing applications, etc., can solve problems such as lack of a stable and unified instability criterion, failure to explain the formation mechanism and mechanical dynamics of landslides, etc.

Active Publication Date: 2017-08-25
QINGDAO TECHNOLOGICAL UNIVERSITY
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Problems solved by technology

However, the displacement time-series prediction method reflects the trend and law of landslide deformation over time, and most of them are displacement apparent mathematical evaluation models based on mathematical statistics. Therefore, this type of evaluation model can only explain the process and law of landslide deformation and displacement, but cannot explain it. The formation mechanism and mechanical dynamics of the deformation and instability of the landslide, and there is no stable and unified instability criterion. Although there are successful monitoring cases, because the law obtained by time series analysis is not based on the mechanism, the prediction results often have very high probability

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  • Method for Determination of Dynamic Stability Coefficient of Slope Based on Groundwater Level and Displacement Monitoring
  • Method for Determination of Dynamic Stability Coefficient of Slope Based on Groundwater Level and Displacement Monitoring
  • Method for Determination of Dynamic Stability Coefficient of Slope Based on Groundwater Level and Displacement Monitoring

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[0066] In order to illustrate the present invention better, below in conjunction with accompanying drawing, take certain water-induced accumulation layer landslide as embodiment to further describe in detail, the landslide area of ​​this accumulation layer landslide is 0.73km 2 , volume about 3×10 7 m 3 , the deposits are mainly composed of collapsing (slope) crushed rocks and clay, and the underlying bedrock surface is Silurian sand and shale, with complex shapes. It occurred on June 12, 1985 under the influence of groundwater environment changes. destroyed. The monitoring time of the landslide in this embodiment is from January, 1978 to the destruction of the landslide instability, the slope dynamic stability coefficient of the present invention determines the process as follows figure 1 As shown, the specific implementation steps are as follows:

[0067] Step 1: Monitor the basic data of slope groundwater level and displacement

[0068] ①Monitoring instruments: groundw...

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Abstract

The invention discloses a method and technology for measuring the dynamic stability coefficient of this type of slope based on the groundwater level change and displacement monitoring data, coupling and crossing the cause and mechanism of landslide formation with the change of displacement response information and its evaluation method, through Establish a nonlinear unloading load-response ratio parameter prediction model and then establish a slope stability coefficient measurement method based on groundwater level and displacement changes. This landslide displacement prediction method has changed the traditional displacement time-series prediction method that only selects landslide displacement or displacement rate as monitoring. Based on the idea of ​​evaluating parameters, it is proposed to monitor and integrate the landslide groundwater level and displacement or displacement rate at the same time, so as to determine the coupled integrated dynamic prediction parameters and evaluation method of landslide groundwater level and displacement or displacement rate; this method can not only overcome the static limit The limitation that the mechanical evaluation method cannot analyze and evaluate the change law of slope stability over time, and at the same time, it can overcome the disadvantages that the traditional displacement time series prediction method cannot analyze and evaluate the formation mechanism and motivation of landslides.

Description

technical field [0001] The invention belongs to the field of quantitative evaluation and prevention of water-induced landslide dynamic stability, and in particular relates to a method and technology for measuring the dynamic stability coefficient of this type of slope based on groundwater level change and displacement monitoring data. Background technique [0002] Landslides are an important research content in the field of natural disasters and environmental science. From the perspective of geological disasters, landslides are common and frequently occurring, widely distributed and extremely harmful geological disasters, which often threaten national economic construction and people's lives and property. All brought huge losses. As we all know, the change of groundwater environment is the most important formation mechanism and cause of landslides. According to statistics, landslides induced by changes in the groundwater environment caused by rainfall account for 70% of the...

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G01D21/02G06F19/00G08B21/10
Inventor 贺可强杨德兵梁运培张拥军张嘉鑫李晶
Owner QINGDAO TECHNOLOGICAL UNIVERSITY