| 采用不同加固方案处理软土地基的对比研究 |
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| 引用本文： | 孟庆山,王吉利,汪稔.采用不同加固方案处理软土地基的对比研究[J].岩土力学,2002,23(3):375-377,381. |
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| 作者姓名： | 孟庆山 王吉利 汪稔 |
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| 作者单位： | 中国科学院武汉岩土力学研究所,湖北,武汉,430071 |
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| 摘 要： | 采用强夯法，排水固结法和动力排水固结法3种不同方案对某地基进行了加固处理，并且从孔隙水压力消散，动力触探，静力触探及室内土工试验等方面对不同方案的加固处理效果进行对比研究，证实了动力排水固结法是处理饱和软粘土地基的有效方法。
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| 关 键 词： | 强夯法 排水固结法 动力排水固结法 孔隙水压力 |
| 文章编号： | 1000-7598-(2002)03-0375-04 |
Contrast study on consolidation of softclay foundation with different methods |
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| MENG Qing -shan,WANG Ji-li,WANG Ren.Contrast study on consolidation of softclay foundation with different methods[J].Rock and Soil Mechanics,2002,23(3):375-377,381. |
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| Authors: | MENG Qing -shan WANG Ji-li WANG Ren |
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| Abstract: | Three different methods:dynamic consolidation,consolidation by drainage,dynamic consolidation by drainage were used to treat soft clay foundation.The contrast study was carried out on the basis of on pore water pressure,dynamic sounding,static sounding,loading tests and laboratory geotechnical tests to different consolidation effects.The results show that the dynamic consolidation by drainage is an effective method for treating saturated soft clay foundation. |
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| Keywords: | dynamic consolidation consolidation by drainage dynamic consolidation by drainage pore water pressure |
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