摘要
以海南东环线建设过程中软土路基加固工程为背景,从工程建设的实际情况出发,考虑理论计算的实用性和可靠性,深入解决了软土加固设计中附加土压力的计算、地基受压层深度的确定两个关键问题,并详尽探讨和改进了现行CFG桩设计中,复合地基的沉降和承载力计算两个方面的计算方法。
On the background of Hainan east loop s soft soil reinforcement project,according to its actual conditions,the additional soil pressure and the depth of the compressed foundation is calculated in detail.Meanwhile,the theoretical calculation s practicability and reliability are also taken into consideration.Further more,the calculation method of the complexed foundation s settlement and bearing capacity is discussed and improved.
出处
《江苏建筑》
2011年第1期85-87,共3页
Jiangsu Construction
关键词
附加土压力
受压层深度
CFG桩
承载力
additional soil pressure
the depth of compressed foundation
CFG pile
the bearing capacity
