| 碎石桩复合地基承载力和沉降若干问题 |
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| 引用本文： | 王家远,黄杰台.碎石桩复合地基承载力和沉降若干问题[J].土工基础,1996,10(1):1-7. |
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| 作者姓名： | 王家远 黄杰台 |
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| 作者单位： | 深圳大学 |
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| 摘 要： | 本文首先简要地讨论了碎石桩复合地基可能的破坏模式，随后系统地分析了三十几组复合地基的实测数据，探讨了这种加固处理技术可能达到的效果。通过对桩土应力比、面积置换率以及天然地基压缩模量对复合地基承载力的提高和沉降折减系数的影响的讨论，指出了这些参数在设计取值时所需注意的问题。
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| 关 键 词： | 复合地基，碎石桩，承载力提高系数，沉降折减系数 |
On the Bearing Capacity and Settlement of Stone-column Composite Ground |
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| Wang Jia Yuan, Huang Jie Tai.On the Bearing Capacity and Settlement of Stone-column Composite Ground[J].Soie Engineering and Foundation,1996,10(1):1-7. |
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| Authors: | Wang Jia Yuan Huang Jie Tai |
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| Affiliation: | Wang Jia Yuan; Huang Jie Tai (ShenZhen University 51800) (B B Asia (HK) Ltd.) |
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| Abstract: | A number of field test data of stone column composite grounds are systematically analoged. From a practical point of view, the effects of stress concentration ratio, the replacement ratio and the soil moduli on the bearing capacity enhancement and settlement reduction of composite grounds are discussed. The limits of ground improvement. by stone columns are proposed. |
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| Keywords: | Composite ground Stone column Bearing capacity enhancement coefficient Settlement reduction coefficient |
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