Rainfall landslide early warning system based on elastic wave velocity
An early warning system and elastic wave technology, applied in the direction of alarms, material inspection products, instruments, etc., can solve the problems of high cost of prevention and control means, poor early warning effect, and inability of sensors to effectively monitor potential landslide areas
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example 1
[0126] Triaxial water injection test.
[0127] Triaxial test at confining pressure σ 3 =10kPa, principal stress ratio K=2.6, and saturation Sr=15%. Figure 8 Saturation, axial strain and elastic wave velocity obtained for triaxial tests. With the infiltration of water, the lower part of the specimen is infiltrated first, and then seeps upward through capillary water suction. During the test, the moisture distribution of the specimen is not uniform in its height.
[0128] As the water content increases, the axial strain of the specimen begins to increase linearly. When approaching failure, the axial strain accelerates ( Figure 8 b). Low-density soils have a greater deformation rate than high-density soils. Figure 8 c shows that the P-wave velocity is greater than the S-wave velocity. The elastic wave velocity of the high-density specimen is greater than that of the low-density specimen. Similar to the observation results of axial strain, the wave velocity of elastic w...
example 2
[0131] Slope model tests.
[0132] Figure 10 and Figure 11 The changes of saturation, inclination angle and elastic wave velocity of slope angle of 40° and slope angle of 50° are given respectively. With continuous rainfall, the saturation in the lower part of the slope increases first, forming a groundwater table at the toe of the slope. As the groundwater level rises, the soil in the upper part of the slope is gradually saturated or nearly saturated. Slope deformation develops upward from the toe. After the saturation ratio reaches a certain level, the lower part of the slope first slides. At the same time, the upper part of the slope began to deform, indicating that after the toe of the slope slipped, the entire slope tended to become unstable. The inclination deformation before the landslide is small, and the inclination angle suddenly increases when the landslide occurs suddenly. Small slippage at the toe of a slope can also serve as a harbinger of an impending la...
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