摘要
以漳山电力Ⅲ期扩建工程为依据 ,通过试验数据 ,阐述了桩、承台二者在共同分担上部荷载时各自起的作用以及承台下土反力的分布状况 。
Combined with the 3rd expansion project of Zhang shan Power Plant through experiment results the interaction between the pile and pile cape is analyzed. The roles of piles and caps in resisting the external lo ads and distribution characteristics of soil reaction are described in order to provide references for foundation design.
出处
《山西建筑》
2004年第5期30-31,共2页
Shanxi Architecture