CAJ | 학술논문

基于松塔水电站土石坝现场取样的固结不排水三轴剪切试验，分析了反映土体抗剪强度两个关键指标的测试结果，即四个参数：粘聚力C、内摩擦角Ф、有效粘聚力C’、有效内摩擦角Ф’，然后与土石坝主体工程初步设计中坝坡稳定分析选择的坝体土抗剪强度指标值进行了比较，并基于测试统计值的稳定分析计算结果，认为坝体填筑土的抗剪强度指标能够满足设计要求。
기우송탑수전참토석패현장취양적고결불배수삼축전절시험，분석료반영토체항전강도량개관건지표적측시결과，즉사개삼수：점취력C、내마찰각Ф、유효점취력C’、유효내마찰각Ф’，연후여토석패주체공정초보설계중패파은정분석선택적패체토항전강도지표치진행료비교，병기우측시통계치적은정분석계산결과，인위패체전축토적항전강도지표능구만족설계요구。
On the basis of consolidated undrained triaxial shear test of soil samples taken from construction site of earth-rock dam of the Songta Hydroelectie Station, the paper anlyzes the test results of two kinds of key parameters in regard to soil shear strength,ie four parameters:cohesion C,internal frication angle Ф,effective cohesion C'and effective internal friction angle Ф ,subsequently,conducts comparison with the shear strength indexes of soil used to analyze stability of dam slope in this earth-rock dam's preliminary desigh.According to the computation results of stability analysis using the statistical parameter values of test, the paper considers that soil shear strength indexes of earth fill can meet the design demand.