Method of evaluating relative compaction of calcium soil on the basis of light dynamic penetration index
A technology of relative compactness and dynamic penetration testing, which is applied in soil material testing, material inspection products, measuring devices, etc., can solve problems such as the reduction of calculation accuracy, and achieve the effects of simple and clear methods, strong reliability, and reduced manpower
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[0041] The method for evaluating the relative compactness of calcareous soil based on light dynamic penetrating test index of the present invention may further comprise the steps:
[0042] Step 1: Dry the two types of calcareous soil samples retrieved from the site, one is calcareous gravel and the other is calcareous coarse sand. The results obtained through the geotechnical test are: calcareous gravel, its maximum dry density ρ d,max =1660kg / m 3 , the minimum dry density ρ d,min =1273kg / m 3 , average particle size d 50 =2.7mm, non-uniformity coefficient C u =6.25; calcareous coarse sand, its maximum dry density ρ d,max =1567kg / m 3 , the minimum dry density ρ d,min =1250kg / m 3 , average particle size d 50 =0.9mm, non-uniformity coefficient C u = 3.33.
[0043] Step 2, set nine relative compactness D for each type of calcareous soil sample ri , according to the maximum dry density ρ measured in step 1 d,max , minimum dry density ρ d,min , using the formula (1) to...
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