摘要
通过将载荷试验、重型动力触探试验和瑞雷波法三种试验方法,应用于含有较大块径的碎石土非均质强夯地基试验检测中,将试验结果进行分析,探讨了三种试验方法本身存在的局限性以及在实际应用中试验结果的差异性,重点指出对于碎石土等非均质土地基承载力的判定上使用三种试验方法应注意的问题。
The loading test, heavy dynamic sounding test and rayleigh wave method are used to test heteroge neity dynamic foundation for largediameter angular gravel. By analyzing the test results, the limitations among three testing methods and the differences of test results in the actual application are discussed, it mainly points that the attentions for decision the bearing capacity of angular gravel etc. heterogeneity soil foundation using three test methods.
出处
《勘察科学技术》
2012年第4期35-37,共3页
Site Investigation Science and Technology
关键词
载荷试验
动力触探试验瑞雷波法
碎石土地基
loading test
dynamic sounding test
rayleigh wave method
angular gravel foundation
