摘要
由于基槽开挖对下卧层残积土的强烈扰动导致强度丧失 ,造成承台在自重下明显沉降。
Because of The violent disturbance of alluvial substratum due to excavating the base,the strength of falluvial soil was weakened.There was evident settlement for truss foundtion under their self-gravity.Well effect of stabilization is achieved by using micro steel tube piles.
出处
《福建建筑》
2000年第B11期62-62,共1页
Fujian Architecture & Construction
