摘要
从桩与桩间土壤的受力和变形条件,分析推导出了桩间土壤承受荷载的理论计算公式和如何判断桩间土壤是否受力的变形条件,从理论上初步地解决桩间土壤承受荷载问题。
It is always considered that soil in the pile group dosen't load on the theory of the soil mechanics and design of basic engineering Howevet, the past terts' the soil in the pile group was loaded or un- loaded in different engineering practices. This problem becomes an urgent need to be solved sofar. This study has suggested a theoretical formula for calculating soil loading in the pile group and a method for judging if the soil in the pile group is loaded, This approach basically solves the problem of soil loading in the pile group theory.
出处
《沈阳农业大学学报》
CAS
CSCD
1992年第3期231-235,共5页
Journal of Shenyang Agricultural University
关键词
土壤
载荷
理论
桩
pile point piercing quantity
strain
stress condition
displacement
volume compressibility of the soil
