摘要
建议用双曲线模拟载荷试验曲线,易于建立地基破坏标准,求得地基基床系数及其内在关系。在此基础上提出用极限承载力或静力触探指标估算割线基床系数的经验公式。
It is proposed that PLT curve is fitted by hyperbola in this paper.On the curve,it is easy to establish the failure standard ,then the coefficient of subgrade and the internal relation can be obtained,and an empirical formula,which estimates the secant coefficient of subgrade from ultimate bearing capacity or CPT parameter,is suggested
出处
《岩土工程学报》
EI
CAS
CSCD
北大核心
1999年第6期707-710,共4页
Chinese Journal of Geotechnical Engineering
关键词
载荷试验
地基
极限承载力
基床系数
PLT,ultimate bearing capacity,coefficient of subgrade