Intelligent method of temporal-spatial prediction in disaster-changing of landslide
A prediction method, space-time technology, applied in the direction of instrumentation, calculation, image data processing, etc., can solve problems such as unclear physical meaning, lack of theoretical basis, stability and instability of landslides, etc., to simplify the judgment method, enhance operability, and work The effect of volume reduction
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Embodiment 1
[0035] Embodiment 1: referring to Fig. 1, a kind of intelligent method of landslide catastrophe process spatio-temporal prediction, its specific implementation steps are as follows:
[0036] 1) Select the specific landslide to be predicted, and determine the calculation parameters; for example, determine the occurrence of the three-dimensional sliding surface, the magnitude of pore water pressure, and the cohesion c and internal friction angle of rock and soil materials on the sliding surface in natural and saturated states ; discretize the three-dimensional sliding body, and approximately determine the sliding direction of each discrete block according to the opposite direction of the shear force on the sliding surface and the inclination of the sliding surface; measure the shear section and creep section of the sliding surface on site according to the penetration rate of the sliding surface The length of , determine the rheological model parameters of the Siplasma material o...
Embodiment 2
[0053] Embodiment 2: Determination of the three-dimensional safety factor of a certain landslide
[0054] (1) Main calculation parameters
[0055] The three-dimensional sliding surface shape function of the landslide is known, as shown in Figure 2, the three-dimensional landslide profile at y=50m. This example is a three-dimensional ellipsoidal sliding surface, in which the sliding body is an isotropic homogeneous material. The calculation parameters are as follows: cohesion c=29kPa, internal friction angle =20°, sliding body bulk density γ=18.8kN / m 3 .
[0056] (2) Calculation process
[0057] ① Step 1: Determine the shape of the three-dimensional sliding surface and the geometric dimensions of the sliding body
[0058] The sliding surface function s can be expressed as
[0059] ( z - 24.4 ) 2 595.36 + ...
Embodiment 3
[0078] Example 3: Spatio-temporal prediction of a landslide disaster process in Chongqing
[0079] (1) Select a landslide in Chongqing and determine the calculation parameters
[0080] A landslide is located in the Chongqing Nanping section of the Chongqing-Guizhou Expressway. During the excavation of the subgrade from December 1997 to March 1998, the slope gradually became unstable due to the influence of heavy rain and artificial disturbance, forming circular-arc tensile cracks. The slope surface of the landslide is SN-directed. The landslide is irregular horseshoe-shaped on the plane, with a lateral width of about 200-360m and a longitudinal length of about 230m. The steep wall at the rear edge of the landslide is 10-20m high and the slope is 70-80°. The thickness of the landslide body varies greatly, showing a pattern of shallow and deep in the middle, the thickest in the middle reaches 40m, and the average thickness is about 19.5m. The landslide area is about 70,000 m 2...
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