Method for determining correction coefficient of horizontal seismic action
A technology of correction coefficient and determination method, applied in the field of determination of correction coefficient of horizontal seismic action, can solve problems such as conservativeness, and achieve the effect of simple calculation
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[0029] Taking a high and steep slope in Southwest China as the research object, such as figure 1 shown. According to the geological survey, the survey area belongs to low-middle-mountain landform of structural denudation, with large terrain undulations, the bedrock is sandstone interbedded with mudstone, and the natural density is 2300kg / m 3 , the internal friction angle is 40°, the overlying rock is gravel soil, and the natural density is 2200kg / m 3 , the internal friction angle is 40°, and the height difference is 38m. According to the "Peak Earthquake Acceleration Zoning Map of China"
[0030] (GB18306-2001), the peak acceleration of ground motion in the survey area is 0.15g, and the characteristic period is 0.4s.
[0031] ① Obtain the basic geological information of the slope to be studied according to the geological survey results:
[0032] Slope height H = 38m;
[0033] Seismic wave equivalent frequency f=1 / 0.4=2.5Hz;
[0034] Slope density ρ=2200kg / m 3 ;
[0035...
PUM
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