高含黏（粉）粒土料充填管袋高效脱水工艺现场模型试验

吴海民; 束一鸣; 常广品; 刘云锋; 刘欣欣; 顾克

doi:10.11779/CJGE2016S1039

高含黏（粉）粒土料充填管袋高效脱水工艺现场模型试验 English Version

河海大学水利水电学院,江苏南京 210098

基金项目: 国家十二五科技支撑课题（2012BAB03B02）; 国家自然科学基金项目（51179065）; 江苏高校优势学科建设工程项目（PAPD）

详细信息

作者简介:
吴海民(1982- ),男,博士,副教授,主要从事土石坝与堤防工程、土工合成材料工程应用方面的科研和教学工作。E-mail: wuhaimin@hhu.edu.cn。

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出版历程
- 收稿日期: 2015-11-29
- 发布日期: 2016-03-24

Field model tests on effective dewatering technology of geotextile tube filled by soil with high clay (silt) particle content

College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210098, China

摘要

摘要: 针对高含黏（粉）粒土料充填管袋脱水固结速率慢,无法满足一天一层管袋施工要求的问题,通过现场大型充填管袋脱水模型试验来验证前期室内试验研究提出的放水排泥、充排结合的快速脱水施工方法。通过现场实时监测管袋充填施工及脱水过程中不同部位土体的孔隙水压力、固结度、含水率、级配和干密度等指标的变化情况,对比分析了不同施工方法的优劣,验证了室内试验提出的高含黏（粉）粒土料充填管袋坝高效脱水施工工艺的可行性和实际效果。
- 土工管袋 /
- 高含黏（粉）粒土料 /
- 脱水固结 /
- 现场模型试验 /
- 施工工艺
Abstract: The dewatering velocity of geotextile tubes filled by soil with high clay (silt) particle content is very slow. That cannot meet the requirements of construction speed that a layer of geotextile tubes must be completely filled and preliminary solidified within one day. Several large-scale field model tests are conducted to verify the previously proposed construction methods, which combines actively discharging muddy water with the alternately filling and discharging methods. The indexes including pore water pressure, consolidation degree, water content, particle gradation and dry density of the filled soil in different positions within the geotextile tubes are real-time monitored during the whole filling and discharging process. Through the monitoring data, the comprehensive dewatering velocities of different construction methods are comparatively analyzed. The results have verified the feasibility and actual effect of the proposed dewatering method for high clay (silt) particle-content soil-filled geotextile tubes.
- geotextile tube /
- high clay (silt) particle-content soil /
- dewatering and consolidation /
- field model test /
- construction technology

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参考文献(10)

[1]	OUMERACI H, BLECK M, KUBLER S. Großmaßstabliche untersuchungen zur hydraulischen stabilität geotextiler sandcontainer unter wellenbelastun[R]. Leichtweiss Intitute for Hydraulic Engineering and Water Resources, 2002b. (OUMERACI H, BLECK M, KUBLER S. Large-scale Model Tests for Hydraulic Stability of Geotextile Sand Containers under Wave Attack)[R]. Leichtweiss Intitute for Hydraulic Engineering and Water Resources, 2002b. (in German))
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高含黏（粉）粒土料充填管袋高效脱水工艺现场模型试验 English Version

作者简介: 吴海民(1982- ),男,博士,副教授,主要从事土石坝与堤防工程、土工合成材料工程应用方面的科研和教学工作。E-mail: wuhaimin@hhu.edu.cn。

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出版历程

Field model tests on effective dewatering technology of geotextile tube filled by soil with high clay (silt) particle content

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出版历程

目录

作者简介:
吴海民(1982- ),男,博士,副教授,主要从事土石坝与堤防工程、土工合成材料工程应用方面的科研和教学工作。E-mail: wuhaimin@hhu.edu.cn。