| 人工挖孔桩基础在高水位地质条件下的应用 |
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| 引用本文： | 刘岩,谭宇胜. 人工挖孔桩基础在高水位地质条件下的应用[J]. 惠州学院学报, 1999, 19(4): 107-110. DOI: |
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| 作者姓名： | 刘岩 谭宇胜 |
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| 作者单位： | 惠州大学理工学院!惠州，516015，惠州大学理工学院!惠州，516015 |
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| 摘 要： | 惠州大学学生宿舍楼基础工程，根据《工程地质勘察报告》，从技术、经济指标综合分析确定采取人工挖孔桩基础方案．通过本工程的设计与施工实践证明，根据地质条件采取适当措施，人工挖孔桩基础在地下水位较高的情况下，同样是可行的．
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| 关 键 词： | 人工挖孔桩 泥质粉砂岩 持力层 护壁 |
Application of Pile Foundation with Artificial Excaveted Hole in Higher Water Base |
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| Liu Yan, Tan Yusheng. Application of Pile Foundation with Artificial Excaveted Hole in Higher Water Base[J]. Journal of Huizhou University, 1999, 19(4): 107-110. DOI: |
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| Authors: | Liu Yan Tan Yusheng |
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| Abstract: | Based on <> and synthetical anlalysis for technology and economy, The foundation enginearing in Huizhou Uninersity the students hostel adopts the project of pile foundation with artifical excaveted hole. According to the engineering design and construction prac tice.It is proved that pile Foundation with Artificial Excavated Hole in higher water be by proper measure under geological condition. |
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| Keywords: | pile with artificial excaveted hole mud -sand powdery clay (or talus) bearing course support liff |
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