【摘要】 采用常规的土工室内试验资料中的c,f,g 等参数以及t-u的关系,并根据大量现场压板试验资料整理的Eo-N的关系,确定持力层的变形模量Eo;根据桩的荷载传递规律,提出了P-S曲线的计算方法。该方法应用于实际工程,收到了预期的效果。更多还原

【Abstract】 With the parameters of common soil laboratory test data,c,f,g,t-u,the defomation modulus Eo of foundation is established by the relation between Eo and N from plate loading tests. In addition,according to the transmission law of pile load value,the calculation procedure of pile P-S curve is put forward. The calculationprocedure has been applied into practice and satisfactory results are obtained.更多还原