期刊文献+

排水与加筋复合型土工合成材料 被引量:4

Composite drainage and reinforcement geosynthetics
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摘要 介绍了一种既能排水又能加筋的新型土工合成材料,该材料可以应用于粘性土加筋土结构,起到减小孔隙水压力、提高稳定性的作用,通过进一步和传统的排水加筋土工材料相比较,阐叙了其排水加筋机理.同时还表述了该材料的各影响因素及其性能,此新型土工合成材料具有较好的应用前景. A kind of composite drainage and reinforcement geosynthetics, which can be used to disperse soil pore water pressure and improve the stability of soil, is described. And then its mechanism of drainage and reinforcement is expounded by compared with traditional drainage and reinforcement geosynthetics. At the same time the material's some influencing factors and properties are explained too. The new geosynthetics has good application prospect.
出处 《武汉大学学报(工学版)》 CAS CSCD 北大核心 2003年第1期69-72,共4页 Engineering Journal of Wuhan University
关键词 排水 复合型土工合成材料 超孔隙水压力 固结 边坡 稳定 composite geosynthetics excess pore water pressure consolidation stability of slope
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参考文献3

  • 1Heshmati S. The action of geotextiles in providing combined drainage and reinforcement to cohesive soil[D]. PhD thesis, University of Newcastle upon Tyne. 1993.
  • 2Gilbert R B, Fernandez F, Horsefield D W. Shear strength of reinforced geosynthetic clay liner[J]. Journal of Geoenvironmental Engineering, ASCE, 1996,122(4):259-266.
  • 3Tan S A, Chew S H, Ng C C, Loh S L. Large_scale drainage behavior of composite geotextile and geogrid in residual soil[J]. Geotextile and Geomembranes. 2001, 19(3):163-176.

同被引文献25

  • 1曹新文,蔡英.铁路路基动态特性的模型试验研究[J].西南交通大学学报,1996,31(1):36-41. 被引量:70
  • 2杨灿文,周胜平.铁路路基土动力性质[C]//第5届土力学及基础工程学术会议论文集.北京:中国建筑工业出版社,1990:304-307.
  • 3Bergado D T, Voottipruex P, Srikongsri A, et al. Interaction between hexagonal wire mesh reinforcement and silty sand backfill[ J]. Canadian Geotechnical Journal, 2001, Vol. 24 : 26 -41.
  • 4Kabiling M B. Pullout capacity of different hexagonal link wire sizes and configurations on sandy and volcanic ash (lahat) backfills[D]. Bangkok, Thailand: Asian Institute of Technology, 1997.
  • 5Mir E N. Pullout and direct shear test of hexagonal wire mesh reinforcement in various fill materials including lahar from Mr. Pinatubo, Philipines [ D]. Bangkok, Thailand: Asian Institute of Technology, 1999.
  • 6Teerawattanasuk C. Interaction and deformation behavior of hexagonal wire mesh reinforcement at the vicinity of shear surface on sand and volcanic ash (lahar) backfill [ D ]. Bangkok, Thailand: Asian Institute of Technology, 1997.
  • 7JTJ 017—96.公路软土地基路堤设计与施工设计技术规范[S].[S].,..
  • 8JTJ/T 019—98.公路土工合成材料应用技术规范[S].[S].,..
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  • 10查文华,洪宝宁,徐毅.交通荷载下路面振动响应信号的时频特征分析[J].工程抗震与加固改造,2007,29(4):105-109. 被引量:8

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