| 岩溶区漓江河流阶地建筑场地地下水抗浮设防水位的确定 |
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| 引用本文： | 张金纯,唐合岗,张晨富.岩溶区漓江河流阶地建筑场地地下水抗浮设防水位的确定[J].山东国土资源,2013,29(10). |
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| 作者姓名： | 张金纯 唐合岗 张晨富 |
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| 作者单位： | 桂林市勘察设计研究院;桂林市勘察设计研究院;桂林理工大学土木与建筑工程学院 |
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| 摘 要： | 地下抗浮设防水位是勘察报告中的一项重要参数, 影响抗浮设防水位的因素较多。该文结合工程实例，通过对河流阶地建筑场地内可能影响抗浮设防水位的因素进行综合分析，得出: 抗浮设防水位要综合考虑场地不同的工程水文地质条件、建筑条件和地形地貌条件等因素, 采用最不利组合综合确定。
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| 关 键 词： | 建筑场地 地下室抗浮 抗浮设防水位 最不利组合 岩溶区 漓江河流阶地 |
Determination of Antifloating Fortification Groundwater Level in Karst Areas in Lijiang River Terrace Construction Site |
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| ZHANG Jinchun,TANG Hegang and Zhang Chenfu.Determination of Antifloating Fortification Groundwater Level in Karst Areas in Lijiang River Terrace Construction Site[J].Land and Resources in SHANDONG Province,2013,29(10). |
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| Authors: | ZHANG Jinchun TANG Hegang and Zhang Chenfu |
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| Abstract: | Underground antifloating fortification level is an important parameter in investigation report. There are many factors which will influence the antifloating of fortification level. Combining with engineering examples, through comprehensive analysis on factors which can influence the antifloating fortification level in river terraces construction sites, it is regarded that determination of antifloating fortification level should consider different engineering hydrology geological condition, construction site condition and landform condition. It should be determined by using the most unfavorable combinations. |
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| Keywords: | Basement antifloating antifloating fortification level the most unfavorable combination |
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