摘要
提出了上部结构使用过程与地基处理过程结合起来的排水固结法,进行地基强度和变形分析,特别是瞬时沉降计算的修正、地基承载力安全系数K和强度折减系数η的取值.
Consolidation of soft clay treatmeat with upper-structur use is proposed. The strength and deformation of foundation is analysed. Especially, the immediate settlement is computed, the safe factor of the bearing capacity of soil and the cutting factor of strength is obtained.
出处
《宁波大学学报(理工版)》
CAS
2001年第1期47-50,共4页
Journal of Ningbo University:Natural Science and Engineering Edition