摘要
通过对饱和软土的实验和理论分析,提出可同时考虑加荷、沉降计算理论和计算方法,该方法可满足公路软基的工后和施工期沉降计算和填土施工的强度控制。
By making tests and analyses of saturated soft soil, this paper puts forward the calculation theory and calculation methods for soft ground settlement by considering the relationship among coading , settlement and time. The method can meet the requirmerit of intensity control of earth filling and settlement calculation during or after construction of highway with soft ground.
出处
《广东工业大学学报》
CAS
2003年第2期46-51,共6页
Journal of Guangdong University of Technology
关键词
固结系数
软土
渗透系数
coefficient of consolidation
soft soil
coefficient of permeability