Numerical Modelling of Unreinforced and Geosynthetic-Reinforced Sandy Soil Cover over Large-Diameter HDPE and PVC pipes
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture
Link
https://link.springer.com/content/pdf/10.1007/s10706-020-01548-3.pdf
Reference23 articles.
1. Ahmed MR, Tran VDH, Meguid MA (2015) On the role of geogrid reinforcement in reducing earth pressure on the buried pipes: experiment and numerical investigations. Soil Foundations 55(3):588–599
2. Arockiasamy M, Chaallal O, Limpeteeprakarn T (2006) Full- Scale field test on flexible pipes under live load application. J Perform Constr Fac 20(1):21–27
3. Bryden P, Naggar HEI, Valsangkar A (2015) Soil-Structure interaction of very flexible pipes: centrifuge and numerical investigations. Int J Geomech
4. Chaallal O, Arochiasamy M, Godat A (2015a) Numerical finite-element investigation of the parameters influencing the behaviour of flexible pipes for culverts and storm sewers under truck load. J Pipeline Syst Eng Pract 6(2):04014015
5. Chaallal O, Arochiasamy M, Godat A (2015b) Field test performance of buried flexible pipes under live truck loads. J Perform Constr Fac 29(5):04014124
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1. Protection of buried pipeline using geosynthetics – a review;Geomechanics and Geoengineering;2023-12-06
2. Numerical Modeling of a Buried Pipe Subjected to Surface Loading: Parametric Study and Investigation of the Effect of Nonlinear Elastic Soil Behavior;Transportation Infrastructure Geotechnology;2023-11-24
3. Full-Scale Field Impact Load Experiments on Buried Pipes in Geosynthetic-Reinforced Soils;Transportation Geotechnics;2023-01
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