Retrofit-reinforcement of cohesive soil slopes using high strength geotextiles with drainage capability-Reference-Cited by-同舟云学术

Retrofit-reinforcement of cohesive soil slopes using high strength geotextiles with drainage capability

Published:2005-08 Issue:4 Volume:23 Page:447-459
ISSN:0960-3182
Container-title:Geotechnical and Geological Engineering
language:en
Short-container-title:Geotech Geol Eng

Author:

Zimmie T. F.,Pamuk A.,Adalier K.,Mahmud M. B.

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Link

http://link.springer.com/content/pdf/10.1007/s10706-004-9113-1.pdf

Reference20 articles.

1. Bolton, M.D. and Sharma, J. S. (1994) Embankment with base reinforcement on soft clay, Proc. of Centrifuge’94, Leung, Lee and Tan (eds.), Balkema, Rotterdam, pp. 28-37

2. Guler E., Goodings, D. J. (1992) Centrifuge models of clay-lime reinforced soil walls, Grouting, Soil Improvement and Geosynthetics, ASCE Special Publication No. 30, 1249- 1260

3. Holtz R.D., Christopher B.R., Berg R.R. (1995) Geosynthetic design and construction guidelines, FHWA HI-95-038, NHI, Washington, D.C

Cited by 8 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Stability Analysis of a Road Vertical Cut;Lecture Notes in Civil Engineering;2024

2. Creep Response of Untreated and Additive Treated Jute Geotextiles in Isothermal Condition;Geotechnical and Geological Engineering;2023-07-03

3. Centrifuge modelling of landslides and landslide hazard mitigation: A review;Geoscience Frontiers;2023-01

4. The Undrained Shear Behavior of Reinforced Clayey Sand;Geotechnical and Geological Engineering;2020-08-04

5. Physical Modeling of Geosynthetics Using Geotechnical Centrifuges;Geosynthetics, Forging a Path to Bona Fide Engineering Materials;2016-08-08