| 沿江冲积砂层的岩土工程勘测 |
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| 引用本文： | 吴礼年,何礼秋. 沿江冲积砂层的岩土工程勘测[J]. 电力勘测设计, 2001, 0(2): 31-36 |
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| 作者姓名： | 吴礼年 何礼秋 |
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| 作者单位： | 安徽省电力设计院, |
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| 摘 要： | 在冲积砂层为主的场地进行岩土工程勘测时 ,以静力触探、标准贯入等原位测试作为主要勘测手段是可行的 ,对地层的划分、地基土性质的确定、饱和砂土震动液化的判断及桩基的设计都具有一定的指导作用。
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| 关 键 词： | 冲击砂层 岩土工程 勘测 |
| 文章编号： | 1005-8524(2001)02-0031-06 |
| 修稿时间： | 2001-01-16 |
Geotechnical Investigation for Alluvial Sand by The Changjiang River |
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| WU Li.nian,HE Li.qiu. Geotechnical Investigation for Alluvial Sand by The Changjiang River[J]. Electric Power Survey & Design, 2001, 0(2): 31-36 |
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| Authors: | WU Li.nian HE Li.qiu |
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| Affiliation: | WU Li*.nian,HE Li*.qiu |
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| Abstract: | Such in situ tests as static penetration,standard penetration used in geotechnical engineering investigations of area made of alluvial sand is used prove reasonable,which give direction to stratigraphical division,definition of characteristic of firm foundation soil,liquefaction of sand and desigion of pile foundation. |
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| Keywords: | alluvial sand geotechnical engineering investigations |
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