期刊文献+

大榭港区围海造陆工程软体排施工技术 被引量:11

Construction technique of soft mattress used in land reclamation at Daxie Port
下载PDF
导出
摘要 针对大榭港区围堤工程施工特点,对排体适应性、布排结构及充灌砂量进行分析。改进了不同水位区排体和砂被的加筋处理技术,系统分析了深水位区、浅水位区及潮间带软体排铺排施工技术及改进措施。围堤水平位移和沉降监测表明,软体排整体性好,抗滑移强,土体沉降均匀,效果良好。 In consideration of the complicated construction condition of the land reclamation project, the feasibility of the soft mattress construction technique, the rational structure of the soft mattress, and the amount of sand filling were analyzed. The mattress and sand bag reinforcement technique for different water levels was modified, and the construction technique and modified measures for paving the soft mattress in deep water, shallow water, and intertide zones were systematically discussed. The horizontal displacement and settlement monitoring of the polder dike shows that the soft mattress is of good performance in structural integrity and anti-sliding effect, that the soil settlement is uniform during the construction, and that the effect of this construction technique is satisfactory.
出处 《水利水电科技进展》 CSCD 北大核心 2007年第3期60-63,共4页 Advances in Science and Technology of Water Resources
关键词 软体排 围海造陆 土工织物 施工技术 大榭港区 soft mattress land reclamation geotextile construction technique Daxie Port
  • 相关文献

参考文献3

二级参考文献12

  • 1Henkel D J. The role of waves in causing submarine landslides[J]. Geotechnique, 1970, 20 (1): 75-80.
  • 2Yamamoto T. Wave-induced instability in seabeds[A]. Proc. ASCE special Conf, Costal sediments[C]. 1977. 898-913.
  • 3Madsen O S. Wave induced pore pressure and effective stresses in a porous bed[J]. Geotechnique, 1978,28 (4):377-393.
  • 4Seed H B, Rahman M S. Wave-induced pore pressure in relation to ocean floor stability of cohensionless soils[J]. Geotechnique, 1978, 3 (2): 123-150.
  • 5Finn W D L, Siddharthan R , Martin. Response of seafloor to ocean waves[J]. Journal of geotechnical engineering division. ASCE, 1983, 109, 556-572.
  • 6Oka F, Yashima A, kato M. Numerical analysis of wave-induced liquefaction in seabed[A]. Proceedings of the third international offshore and polar engineers (Singapore)[C].1993, 591-598.
  • 7Yang Q S, Poorooshasb H B. Seabed response to wave loading[A]. Proceedings of the Seventh International Offshore and Polar Engineering Conference, Honolulu, USA[C]. 1997, ISOPE: 689-695.
  • 8Noorzad A. Poorooshasb H B. Elasto-plastic behaviour of sandy seabed to wave loading[A]. Proceedings of the Ninth International Offshore and Polar Engineering , Conference, Brest, France[C]. 1999,ISOPE: 556-561.
  • 9Martin G R., Finn W D L, Seed H B. Fundamentals for liquefaction under cyclic loading[J]. Journal of Geotechnical engineering division, ASCE, 1975.
  • 10Finn W D L, Lee K W, Marrtman C H, Lo R. Cyclic pore pressures under anisotropic conditions[A]. Earthquake Engineering and Soil Dynamics, vol.1 ,Proc. ASCE Geotechnical Engineering Division Specialty Conference[C]. 1978.

共引文献19

同被引文献54

引证文献11

二级引证文献37

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