| 海滨围垦造地工程软基沉降分析 |
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| 引用本文： | 胡群革. 海滨围垦造地工程软基沉降分析[J]. 浙江水利水电专科学校学报, 2014, 0(3): 24-27 |
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| 作者姓名： | 胡群革 |
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| 作者单位： | 浙江水利水电学院水利与环境工程学院,浙江杭州310018 |
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| 摘 要： | 以某海滨围垦造地工程为例,采用岩土工程计算分析软件包系列中的SIGMA／W软件对围垦造地工程区海堤及堤内一定范围的典型断面在填筑过程以及运行期的应力、变形进行计算分析,得出这些部位填筑后、前期（一年）和最终（四年）可能沉降量指标,较好的解决了回填工程量估算问题．
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| 关 键 词： | 围垦造地 软基 沉降 |
Sedimentation Analysis on Soft Foundation in Coastal Reclamation |
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| HU Qun-ge. Sedimentation Analysis on Soft Foundation in Coastal Reclamation[J]. Journal of Zhejiang Water Conservancy and Hydropower College, 2014, 0(3): 24-27 |
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| Authors: | HU Qun-ge |
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| Affiliation: | HU Qun-ge ( Institute of Hydraulic and Environmental Engineering, Zhejiang University of Water Resources and Electric Power, Hangzhou 310018, China) |
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| Abstract: | Based on coastal reclamation project, the SIGMA/W from the software package of geotechnical engineering calcu- lation and analysis series is adopted to calculate and analyze the stress and deformation of the typical sections during the fill- ing process and operating period for seawall reclamation project. It is concluded that after filling, the settlement index of these areas in one year, and for four years, which is proved to a good solution for estimating quantity in backfilling engi- neering. |
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| Keywords: | reclamation soft foundation sedimentation |
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