论文部分内容阅读
根据广州新白云国际机场三跑道北段地质条件、工程要求,进行地基处理设计;根据施工观测数据、检测结果,分析结构填石强夯处理“浅层淤泥质土”的效果。
According to the geological conditions and engineering requirements of the northern section of the third runway of Guangzhou New Baiyun International Airport, the design of foundation treatment shall be carried out. According to the construction observation data and the test results, the effect of structural filling and dynamic compaction on the shallow silt soil shall be analyzed.