Data obtained from composite foundation monitoring showed that the allowable bearing load of some cement flyash gravel (CFG) piles for building No.4 in Xizhaosi residential area did not meet the requirements of engineering design.

• 摘要对北京夕照寺小区4(上标%23)住宅楼的CFG桩复合地基进行检测，发现部分桩的单桩承载力不满足设计要求。