| 湿陷性黄土地基处理方法研究 |
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| 引用本文： | 戴鹏程.湿陷性黄土地基处理方法研究[J].山西建材,2014(3):40-42. |
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| 作者姓名： | 戴鹏程 |
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| 作者单位： | 太原市建设工程质量监督站,山西太原030009 |
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| 摘 要： | 采用湿陷性黄土作为基底持力层时，要采取一定的措施来降低湿陷性黄土的湿陷性，增大持力层的承载力。通过对不同类型的湿陷性黄土进行分析，提出了具体的工程措施。
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| 关 键 词： | 湿陷性黄土 荷载 地基 土体收缩 |
Collapsible Loess Foundation Treatment Methods |
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| Affiliation: | DAI Peng - cheng (Taiyuan Supervision Station of Construction Project Quality, Taiyuan, Shanxi, 030009, China) |
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| Abstract: | When collapsible loess is used as a basal bearing layer, people should take actions to reduce its collapsible loess collapsibility bearing capacity of supporting and to increase the layer. Based on the analysis of different types of collapsible loess, the author puts measures. |
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| Keywords: | shrinkage forward some specific engineering collapsible loess load foundation soil |
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