摘要
以秦皇岛地区淤泥质土标贯试验与浅层平板载荷试验结果为依据,分析探讨了利用标贯试验N值确定淤泥质土承载力特征值的可能性和可靠性,得出了秦皇岛地区淤泥质土承载力特征值与标贯试验N值间的经验回归方程。
With the experimental results of standard penetration test of muddy soil in Qinhuangdao area and shallow plate loading test as references, the possibility and reliability of determining bearing capacity characteristics number of muddy soil with standard testing N value were analyzed and discussed. The empirical regression equation between muddy soil bearing capacity characteristics number in Qinhuangdao area and standard testing N value was obtained.
出处
《山西建筑》
2009年第4期108-109,共2页
Shanxi Architecture
关键词
淤泥质土
承载力
特征值
标贯试验
muddy soil, bearing capacity, characteristics number, standard test
