土工格室在支挡结构中的应用.pdf
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1、个人资料整理仅限学习使用 1 / 15 3.2 土工格室在支挡结构中地应用 3.2.1 土工格室在生态护坡中地应用 土工格室生态护坡施工工序为:平整坡面排水设施施工土工格室施工 回填客土喷播施工盖无纺布前期养护.b5E2RGbCAP ,46-54 18 徐莉译土工合成材料粘土衬垫地边坡稳定第五届国际土工合成材料会 议论文 1995 19 殷宗泽 ,朱泓等土与结构材料接触面地变形及其数值模拟岩土工程学 报1994(3,14-23 1nowfTG4KI 20 冯明译土工格栅加筋土层地承载力第六届国际土工合成材料会议论 文1998 21 黄旭华 ,79-83fjnFLDa5Zo 22 梁乃兴 ,张登
2、良 ,梅卫国沙漠筑路网格砂基层强度分析研究西安公路交通 大学学报 199515,43-49 HbmVN777sL 25 陈永福 ,高燕希 ,张起森 Netlon 土工网在高等级公路跳车处理中地实验研 究土木工程学报 1996,(l,41-47V7l4jRB8Hs 26 喻泽红 ,韩理安土工网处理桥头差异沉降地有限元分析岩土工程学 报1996(6,24-31 27 喻泽红 ,张起森土工网与土相互作用机理地有限元分析岩土工程学 报1997 ,55-57AVktR43bpw 35 Presto products company“ Geoweb cellular confinement system
3、products overview” 1993ORjBnOwcEd 36 Presto products company“ Geoweb cellular confinement system The right load support” 19962MiJTy0dTT 37 Presto products company “ Geoweb cellular confinement system The right answer for slope protecion ” 1996gIiSpiue7A 38 Presto products company“ Geoweb cellular co
4、nfinement system The right answer for channel protection ” 1996uEh0U1Yfmh 39 Hunt H.E.M Settlement of railway track near bridge abutments Proceedings-ICE: Transport 1997. 123/1(6873 IAg9qLsgBX 40 Jonathan Wu T H,Bassam Helwany H Alleviating Bridge Approach Settlement with Geosynthetic Reinforcement
5、.Geotexiles Geomembrance and Related Products Den Hoedt(ed. 1990 Bakema totterdam,ISBN:107 WwghWvVhPE 41 Rimoldip. Ricciuti A “ Design method for three-dimensiond geocells on slopes ” Fifth International conference on GeotextilesGeomembrances and 个人资料整理仅限学习使用 9 / 15 Related products Singapore:s.n, 1
6、994, 9991002 asfpsfpi4k 42 Abu-Hejleh,Naser,Wang.etc Performance of Geosynthetic-Reinforced Walls Supporting Bridge and Approaching Roadway Structures Geotechnical Special Publication 2000 ooeyYZTjj1 43 Price,John T.(Mirafi Inc。Sherman,William F. “ Geotextiles eliminate approach slab settlement ”Pub
7、lic Works,v 117, n 1, Jan, 1986, 58-59 BkeGuInkxI 44 Rygg, N. O. (Norw Road Res Lab, Oslo。 Sorlie, A“ Polystyrene foam olystyrene foam for lightweight road embankment” Proceedings of the International Conference on Soil Mechanics and Foundation Engineering, v 2, 1981, 247-252PgdO0sRlMo 45 Holmberg,
8、Soren“ Bridge approaches on soft clay supported by embankment piles”Geotechnical Engineering, v 10, n 1, Jun, 1979, 77-89 3cdXwckm15 46 Bush.D.I, Jenner.C.G , Bassett.R.H“ The design and construstion of geocell foundation mattress supporting embankments over soft ground”Geotextiles and Geomembranes
9、9. 83 98, 1990h8c52WOngM 47 Bathurst.R.J, karpurapu.R “ Large scale triaxial tests on geocell reinforced granular soils” Geotechnical Testing Journal 16(3.296 303, 1993v4bdyGious 48 Cowland.J.W, Wong.S.C.K“Performance of a road embankment on soft clay supported on a geocell mattress foundation” Geot
10、extiles and Geomembranes 12. 687705, 1993J0bm4qMpJ9 49 Wong, H.K.W. (Golder Assoc Ltd。 Small, J.C. “Effect of orientation of approach slabs on pavement deformation” Journal of Transportation Engineering, v 120, n 4, Jul-Aug, 1994, 590-602 XVauA9grYP 50 Muzas Labad, Fernando (ETSAM “ Behaviour and de
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