期刊文献+

充填粉土的大尺度土工织物充填袋参数分析 被引量:2

On parameters of large-scale silt-filling geotextile bag
下载PDF
导出
摘要 通过工程实例,得出粉土作为充填物的大尺度土工织物充填袋的各项参数,给出充填压应力与袋体周向拉力之间的关系,并得出一定规格的土工织物充填袋的填筑流失率。通过分析地基沉降位移数据,在确保地基稳定的条件下,调整了沉降位移控制标准,使施工效率得到提高,且缩短了施工工期,降低了施工成本。 Based on the project example, we obtain the parameters of large-scale geotextile bag filled with silt, give the relationship between the filling pressure stress and circumferential force between the bag bodies, and get the turnover rate of the filling bags of certain specifications. Based on the analysis of the foundation' s settlement displacement, we adjust the standard controlling the settlement displacement under the prerequisite of guaranteeing the stability of the foundation, and achieve the objective of improving the construction efficiency, shortening the construction period, and cutting down the construction cost.
作者 武霄 白帆
出处 《水运工程》 北大核心 2013年第12期183-187,共5页 Port & Waterway Engineering
关键词 粉土 土工织物充填袋 大尺度 充填压应力 流失率 沉降位移 控制标准 sih geotextile bag large scale filling pressure stress erosion rate displacement control standard
  • 相关文献

参考文献7

二级参考文献46

  • 1张文斌,谭家华.Shape and Mechanical Behavior of Geotextile Tubes[J].Journal of Donghua University(English Edition),2006,23(2):8-12. 被引量:6
  • 2土工合成材料工程应用手册编写委员会.土工:合成材料工程应用手册[M].第2版.北京:中国建筑工业出版社,2000.
  • 3Cantre S. Geotexitile tubes-analytical design aspects [J]. Geotextiles and Geomembrances, 2002, 20: 305-319.
  • 4Kazimierowicz K. Simple analysis of deformation of sand-sausages [C]//Karunaratne G P, Chew S H, Wong K S. Proceedings of 5th International Conference on Geotextiles, Geomembranes and Related Products. Singapore: Southeast Asia Chapter of the International Geotextile Society, 1994:775 - 778.
  • 5Leshchinsky D, Leshchinsky O, Ling H I, Gilbert P A. Geosynthetic tubes for confining pressurized slurry: Some design aspects [J]. Journal of Geotechnical Engineering, 1996, 122(8): 682-690.
  • 6Plaut R H, Suherman S. Two-dimensional analysis of geosynthetie tubes [J]. Acta Mechanica, 1998, 129: 207-218.
  • 7Kim M. Two-dimensional analysis of four types of water-filled geomembrane tubes as temporary flood-fighting devices [D]. Virginia: Virginia Polytechnic Institute and State University, 2003.
  • 8Klusman C R. Two-dimensional analysis of stacked geosynthetic tubes [D]. Virginia: Virginia Polytechnic Institute and State University, 1998.
  • 9Pilarczyk K W. Geosynthetics and Geosystems in Hydraulic and Coastal Engineering[M]. Rotterdam: A A Balkma, 2000.
  • 10Perrier H. Use of soil-filled synthetic pillows for erosion protection [A]. Proceedings of 3rd International Conference on Geotextiles [C]. Vienna, Austria, 1986:1115-1119.

共引文献47

同被引文献13

引证文献2

二级引证文献6

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部