| 用静力触探原位测试参数估算群桩基础最终沉降量 |
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| 引用本文： | 元秀玉,文力.用静力触探原位测试参数估算群桩基础最终沉降量[J].林业科技情报,2006,38(3):106-107. |
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| 作者姓名： | 元秀玉 文力 |
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| 作者单位： | 黑龙江省第五地质勘察院 |
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| 摘 要： | 《高层建筑岩土工程勘察规程》(JGJ72-2004)提出用原位测试参数估算群桩基础最终沉降量的规定,这比用传统的土工试验压缩模量计算沉降量既快又经济节省,很值得推广应用。
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| 关 键 词： | 最终沉降量 沉降经验系数 锥尖阻力 应力衰减系数 深度修正系数 |
| 收稿时间： | 2006-05-08 |
| 修稿时间： | 2006年5月8日 |
Imputing Final Settlement Of Pile Group Foundation Using Static Sounding In Situ Test Parameters |
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| Yuan Xiuyu,Wen Li.Imputing Final Settlement Of Pile Group Foundation Using Static Sounding In Situ Test Parameters[J].Forestry Science and Technology Information,2006,38(3):106-107. |
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| Authors: | Yuan Xiuyu Wen Li |
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| Institution: | No.5 Geology Reconnaissance Institute Of Heilongjiang Province |
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| Abstract: | Using static sounding in situ test parameters to impute final settlement of pile group foundation,which is put forward in high architecture geotechnical engineering reconnaissance regulations(JGJ72-2004),is worth widely spreading for it has some advantages comparing with traditional geotechnical test. |
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| Keywords: | finac settlement settlement experience coefficient prick resistance pressure attenuation coefficient depth correctional coefficient |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
