摘要
根据淤泥类软土的压缩模量随深度变化的事实 ,在理论和实例两方面 ,探讨分析了现行沉降分层总和法修正系数偏高的原因。
This article analyses the reason that caused the soft-organic-slay modificatory coefficient is larger, used by the layered-total-method for foundation's settlement, both theory and experiment base on the variation of the compressibility modulus of soft-organic-slay according to the sinking depth.
出处
《皖西学院学报》
2003年第2期81-84,共4页
Journal of West Anhui University
