Keywords: Slope
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Journal Articles
Geosynthetics International (2022) 29 (6): 576–592.
Published: 03 March 2022
...K. Kazemi; M. R. Arvin; N. Hataf; A. Khademhosseini This study examines the behaviour of square footings located on unreinforced, single-, and double-layer geocell-reinforced sand slopes through a series of reduced-scale model tests. Contributing factors such as the distance between the footing...
Journal Articles
Geosynthetics International (2013) 20 (1): 13–25.
Published: 01 February 2013
... slopes. Laboratory tests were conducted by varying parameters such as embedment ratio, length and number of reinforcement layers, and edge distance from slope crest. A numerical study using finite-element analysis (PLAXIS 2D, version 9.0) was also carried out to verify the model test results. The size...
Journal Articles
Geosynthetics International (2005) 12 (4): 208–214.
Published: 01 August 2005
...C.-N. Liu; R. B. Gilbert This paper presents graphical solutions for estimating geosynthetic loads in geosynthetic–soil layered systems on slopes. The graphical solutions are based on a simple analytical approach that maintains strain compatibility and force equilibrium. The solutions are presented...
Journal Articles
Journal Articles
Geosynthetics International (1997) 4 (6): 645–659.
Published: 01 January 1997
... Industrial Fabrics Association International, 1801 County Road B West, Roseville, Minnesota 55113-4061, USA, Telephone: 1/612-222-2508, Telefax: 1/612-631-9334 1997 Geosynthetic clay liner Strength Stability Slope Shear box test Shear rate Technical Paper by H.T. Eid and T.D. Stark SHEAR...
Journal Articles
Geosynthetics International (1996) 3 (6): 771–786.
Published: 01 January 1996
... of reinforced GCLs. KEYWORDS: Geosynthetic clay liner, Strength, Stability, Slope, Shearbox test, Shear rate, Ring shear test. AUTHORS: T.D. Stark, Associate Professor of Civil Engineering, 2217 Newmark Civil Engineering Laboratory, University of Illinois, 205 N. Mathews Ave., Urbana, Illinois 61801, USA...
Journal Articles
Geosynthetics International (1995) 2 (6): 1115–1148.
Published: 01 January 1995
...J.P. Giroud; N.D. Williams; T. Pelte; J.F. Beech This paper presents a method based on limit equilibrium to evaluate the stability of geosynthetic-soil layered systems on slopes. Examples of geosynthetic-soil layered systems constructed on slopes include liner systems used in landfills, liquid...
Journal Articles
Geosynthetics International (1995) 2 (6): 1149–1180.
Published: 01 January 1995
...J.P. Giroud; R.C. Bachus; R. Bonaparte This paper presents an analysis of the stability of geosynthetic-soil layered systems constructed on slopes when water is flowing along the slope. Equations are presented for the factor of safety of infinite slopes as well as slopes of finite height...

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