摘要
主要分析了常用的地基土原位测试方法中的静力触探(CPT)方法,较系统的给出了运用测试结果来反算土体特性及用其来估算常用地基土体承载力的力学关系式,为基础的设计及地基的处理提供必要的理论依据。
The paper deals mainly with CPT, one of the commonly used foundation on - the - spot exploration methods, offers a more systematic discussion of the soil feature analysis, aided by test results and formulas of mechanics which gives an estimate of the load-bearing capacity of foundation, according to the soil feature determined by the analysis, and provides a necessary theoretical basis for foundation design and arrangement.
出处
《黑龙江科技学院学报》
CAS
2001年第2期48-49,55,共3页
Journal of Heilongjiang Institute of Science and Technology