| 堤防工程中吹填土的固结分析 |
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| 引用本文： | 翁伟军. 堤防工程中吹填土的固结分析[J]. 山西建筑, 2009, 35(34): 362-364 |
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| 作者姓名： | 翁伟军 |
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| 作者单位： | 南京市长江河道管理处,江苏,南京,210011 |
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| 摘 要： | 结合某堤防吹填工程实例,考虑外荷载随时间的变化过程,采用太沙基单向固结理论估计堤身及地基孔隙水应力消散,对堤防的固结进行相关分析。计算结果表明固结过程与吹填材料的渗透性能密切相关。
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| 关 键 词： | 吹填 太沙基单向固结理论 孔隙水应力 固结 |
Consolidation analysis of the dredger filling in the embankment project |
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| WENG Wei-jun. Consolidation analysis of the dredger filling in the embankment project[J]. Shanxi Architecture, 2009, 35(34): 362-364 |
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| Authors: | WENG Wei-jun |
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| Affiliation: | WENG Wei-jun |
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| Abstract: | Combining with one embankment dredger filling project case,it thinks about changing process of the external loading as time,adopts the Shaki single direction consolidation theory to estimate water forcing dissipation of the embankment and function pore,and analyzes consolidation of the embankment.Calculation results prove that the consolidation process firmly relates with permeability of the dredger filling material. |
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| Keywords: | dredger filling Shaki single direction consolidation theory pore water forcing consolidation |
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