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滨海地区吹填土地基加固处理差异性分析
引用本文:张宇亭,董海军. 滨海地区吹填土地基加固处理差异性分析[J]. 岩土工程技术, 2010, 24(6): 312-314. DOI: 10.3969/j.issn.1007-2993.2010.06.010
作者姓名:张宇亭  董海军
作者单位:交通运输部天津水运工程科学研究所.天津300456
摘    要:滨海地区的围海造陆工程,多以海中泥沙直接吹填至造陆区域。由于吹填土质不均,在加固过程中,易引起吹填土地基沉降、孔隙水压力、土体强度等指标变化的差异性。文中分析了造成这种差异性的原因以及土体指标变化的规律性,并针对这种情况,提出了处理的建议。

关 键 词:吹填  差异性  沉降  孔隙水压力

Difference Analysis of the Reinforcement Treatment on Reclaimed Soil Foundation in Coastal Region
Zhang Yuting,Dong Haijun. Difference Analysis of the Reinforcement Treatment on Reclaimed Soil Foundation in Coastal Region[J]. Geotechnical Engineering Technique, 2010, 24(6): 312-314. DOI: 10.3969/j.issn.1007-2993.2010.06.010
Authors:Zhang Yuting  Dong Haijun
Affiliation:Zhang Yuting Dong Haijun (Tianjin Research Institute for Water Transport Engineering, Tianjin 300456, China)
Abstract:In land reclamation, the sediment in the sea is hydraulic filled to the land making area. In the process of rein-forcement, the hydraulic fill is non-uniform that the settlement, pore-water pressure and soil strength has difference On reclaimed ground. The cause of difference and the regularity of parameters variation has been analyzed. Moreover, the proper sug- gestions has been given.
Keywords:Hydraulic fill  Regional difference  Settlement  Pore-water pressure
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