An application of performance-based design concept to design of compacted ground
In order to estimate the risks of structural design, mechanical behaviour of the structures should be predicted by rational methods with accuracy. However, in the case of compacted ground, it is difficult to estimate the mechanical behaviour because it is usually in an unsaturated state. Therefore empirical methods have been used in practice. Although the validity of such methods has been confirmed, the relationship between compaction control standard and the mechanical behaviour has not been examined sufficiently. In this paper the authors discuss these relations and evaluation methods by using water content and dry density that are usually used in practice.
M.Honda A.Iizuka K.Kawai
Nikken Sekkei Civil Engineering Ltd., Tokyo, Japan, Kobe University, Kobe, Japan
国际会议
上海
英文
2007-10-18（万方平台首次上网日期，不代表论文的发表时间）