高能级强夯在大亚湾石化区扩容工程中的应用
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摘要
结合惠州炼化项目二期工程地质条件,试验研究了高能级强夯的可行性,并阐述了强夯设计方法,对夯后地基土进行了检测评价,指出高能级强夯法加固处理填海场地地基效果显著、技术可行、经济合理。
Combining with the geological conditions for the second phase project of Huizhou Refining and Chemical Program,the paper tests the feasibility of the high-energy dynamic compaction,illustrates its dynamic compaction design methods,undertakes the monitoring and evaluation of the foundation soil after the compaction,and points out the method can consolidate the foundation at the reclamation sites with obvious effect,feasible technique,and reasonable money-saving.
Combining with the geological conditions for the second phase project of Huizhou Refining and Chemical Program,the paper tests the feasibility of the high-energy dynamic compaction,illustrates its dynamic compaction design methods,undertakes the monitoring and evaluation of the foundation soil after the compaction,and points out the method can consolidate the foundation at the reclamation sites with obvious effect,feasible technique,and reasonable money-saving.
引文
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[3]袁聚云,徐超,赵春风.土工试验与原位测试[M].上海:同济大学出版社,2004.
[4]吴福良,耿光旭,仲伟周.瑞雷波在地基强夯检测中的应用[J].西安交通大学学报,2003,37(4):432-434.
[2]水伟厚.冲击应力与10 000 k N·m高能级强夯系列试验研究[D].上海:同济大学博士学位论文,2004.
[3]袁聚云,徐超,赵春风.土工试验与原位测试[M].上海:同济大学出版社,2004.
[4]吴福良,耿光旭,仲伟周.瑞雷波在地基强夯检测中的应用[J].西安交通大学学报,2003,37(4):432-434.