| 生石灰改良高含水量填土多种检测方法对比 |
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| 引用本文： | 黄毅臣,贾宁. 生石灰改良高含水量填土多种检测方法对比[J]. 山西建筑, 2011, 37(8): 48-49 |
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| 作者姓名： | 黄毅臣 贾宁 |
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| 作者单位： | 1. 华北电网有限公司电网建设分公司,北京,100053
2. 中国电力工程顾问集团华北电力设计院工程有限公司,北京,100120 |
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| 摘 要： | 采用静力触探、十字板剪切试验、熊猫仪、轻型动力触探和标准贯入试验5种原位检测手段,对掺石灰高含水量填土地基进行了检测。对不同检测方法的检测结果进行了对比分析,并对地基承载力进行了评价,认为多种检测方法可避免填土地基力学性状离散性大,单种检测方法代表性较差的缺点,检测结果可信。
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| 关 键 词： | 高含水量填土 石灰 原位试验 地基承载力 |
Methods comparison of quality inspection of high water content fill mixed with lime |
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| HUANG Yi-chen,JIA Ning. Methods comparison of quality inspection of high water content fill mixed with lime[J]. Shanxi Architecture, 2011, 37(8): 48-49 |
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| Authors: | HUANG Yi-chen JIA Ning |
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| Affiliation: | HUANG Yi-chen JIA Ning |
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| Abstract: | Static cone penetration test,vane shear test,panda,light penetration test and standard penetration test were used to inspect the quality of high water content fill mixed with lime.After the comparison of different method,the ground bearing capacity is evaluated.The great divergence of the checking result from the non-homogeneous fill by one method can be overcome by a combined inspection with different method,and a reliable bearing capacity can be got. |
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| Keywords: | fill with high water content lime in-situ test ground bearing capacity |
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