A Comparative Numerical Study on Soil–Geosynthetic Interactions Using Large Scale Direct Shear Test and Pullout Test-Reference-Cited by-同舟云学术

A Comparative Numerical Study on Soil–Geosynthetic Interactions Using Large Scale Direct Shear Test and Pullout Test

Published:2017-12-22 Issue:1 Volume:4 Page:
ISSN:2199-9260
Container-title:International Journal of Geosynthetics and Ground Engineering
language:en
Short-container-title:Int. J. of Geosynth. and Ground Eng.

Author:

Hegde A.,Roy R.

Publisher

Springer Science and Business Media LLC

Subject

Polymers and Plastics,Civil and Structural Engineering

Link

http://link.springer.com/article/10.1007/s40891-017-0119-1/fulltext.html

Reference54 articles.

1. Milligan GW, Palmeira E (1988) Prediction of bond between soil and reinforcement. Int J Rock Mech Min Sci Geomech Abstr 25:295–295

2. Murthy BRS, Sridharan A, Bindumadhava (1993) Evaluation of interfacial frictional resistance. Geotext Geomembr 12(3):235–253

3. Palmeira EM (2009) Soil-geosynthetic interaction: modelling and analysis. Geotext Geomembr 27(5):368–390

4. Nataraj MS, Maganti RS, McManis KL (1995) Interface frictional characteristics of geosynthetics. In: Proceedings of the Geosynthetics-95 Conference, IFAI, Nashville, TN, 1057–1069

5. Bergado DT, Chai JC, Abiera HO, Alfaro MC, Balasubramaniam AS (1993) Interaction between cohesive-frictional soil and various grid reinforcements. Geotext Geomembr 12(4):327–349

Cited by 29 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. Bearing capacity of circular footings on multi-layered sand-waste tire shreds reinforced with geogrids;Journal of Rock Mechanics and Geotechnical Engineering;2024-01

2. Interaction Between Biaxial Geogrid and Solid Waste Materials: Laboratory Study and Artificial Neural Network Model Development;International Journal of Geosynthetics and Ground Engineering;2023-10-31

3. Interaction between geogrid and sand-crumb rubber mixtures in laboratory pullout conditions;Innovative Infrastructure Solutions;2023-04-12

4. Optimizing the Microanchor Attachment Angle for Maximum Interaction Enhancement at Granular Soils–Geogrid Interface under Direct Shear Mode;International Journal of Geomechanics;2023-04

5. Interface Behavior of Granular Soils Reinforced with Surface-Modified Coir Geotextiles;Journal of Natural Fibers;2023-01-02