摘要
介绍了水工建筑物地基沉降计算的理论根据,对有关计算参数的确定进行了阐述,并对不同固结条件下的沉降计算方法及预防措施进行了总结论述,以推动理论的改进,给设计提供可靠的数据及指导。
Theoretical basis for foundation settlement calculation of hydraulic architecture. The determination of related calculation parameters is elaborated. In addition, settlement calculation method and prevention measures under different consolidation conditions are summarized in order to improve calculation theory and provide confident data and instruction for design.
出处
《山西建筑》
2007年第27期122-123,共2页
Shanxi Architecture
关键词
地基设计
沉降
计算参数
固结
foundation design, settlement, calculation parameter, consolidation
