论文部分内容阅读
对广东某石化厂油罐非均匀回填土地基进行高能级强夯试验,试验结果表明,强夯有效加固深度达12.5m,影响深度达14m,地基承载力特征值和变形模量均有大幅提高,满足设计要求,为类似工程提供借鉴经验。
The test results show that the effective consolidation depth of dynamic compaction is up to 12.5m and the influence depth is up to 14m. Both the eigenvalue and deformation modulus of foundation bearing capacity increase significantly , To meet the design requirements for similar projects to provide reference experience.