Question: There is a rectangular foundation, foundation soil stratification, self-weight stress and additional stress calculation results are shown below (stress in kPa), foundation soil compression

stress calculation results are shown below (stress in kPa), foundation soil compression

There is a rectangular foundation, foundation soil stratification, self-weight stress and additional stress calculation results are shown below (stress in kPa), foundation soil compression test results are shown in the following table, the requirement of the basic formula of one-way compression using the sum of stratification method to calculate the compression of the second layer of soil. Results of foundation soil consolidation test 0 p (kPa) el 1.00 50 1 150 200 First layer Second laver I The third laver 48 52 100 0.4m 0.4m 0.9m

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