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碎石回填土下液化砂层的强夯试验研究
引用本文:王,静,陶祥令.碎石回填土下液化砂层的强夯试验研究[J].工程勘察,2014(2):17-21.
作者姓名:    陶祥令
作者单位:[1]徐州中国矿大岩土工程新技术发展有限公司,江苏徐州221008 [2]江苏省建筑安全与减灾工程技术研发中心,江苏徐州221116
基金项目:江苏省建筑安全与减灾工程中心自主开放课题(SAQZX20114,5).
摘    要:针对某沿海下卧地震液化夹层的碎石回填土地基,开展了不同能量级的强夯试验。通过采用平板载荷试验、孔隙水压力测试、地面振动测试、室内土工试验等多种方法和手段,对比分析了强夯前后地基土工程性质的变化,评价了强夯产生的振动对地基土液化的影响以及对周围环境的影响,对下卧地震液化夹层的碎石回填地基强夯加固效果做出了评价。为同类复杂地质条件下不同夯击能的强夯地基处理提供了翔实的经验数据和参考依据。

关 键 词:孔隙水压力  强夯试验  标准贯入试验  原位测试

Study on dynamic compaction tests for liquefiable sand stratum under gravel backfill soil
Wang Jing,Tao Xiangling.Study on dynamic compaction tests for liquefiable sand stratum under gravel backfill soil[J].Geotechnical Investigation & Surveying,2014(2):17-21.
Authors:Wang Jing  Tao Xiangling
Affiliation:1. CUMT Geotechnical Engineering & New Technology Development Co., Ltd., Xuzhou 221008, China; 2. Jiangsu Research & Development Centre of Construction Safety & Disaster Mitigation, Xuzhou 221116, China)
Abstract:Aiming at the underlying liquefiable gravel backfill intercalation, the dynamic compaction tests with different energy levels are carried out. By using plate loading tests, pore water pressure testing, ground vibration testing, laboratory soil testing and other methods, the comparative analysis on the engineering characteristic variation of the foundation soil before and after the compaction has been done. The influences of the compaction to the liquefaction of the soil and the surrounding environment are evaluated, and the compaction effects on the underlying liquefiable gravel backfill intercalation are assessed, which provide the detailed empirical data and reference for the same dynamic compaction treatment with different tamping energy under complicated geological conditions.
Keywords:pore water pressure  compaction test  standard penetration test  in-situ testing
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