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Journal Articles

Evaluation of required connection load in GRS-IBS structures under service loads

F. Gebremariam, B. F. Tanyu, B. Christopher, D. Leshchinsky, J. G. Zornberg, J. Han

Geosynthetics International (2020) 27 (6): 620–634.

https://doi.org/10.1680/jgein.20.00022

Published: 19 October 2020

View article titled, Evaluation of required connection load in GRS-IBS structures under service loads

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Journal Articles

Evaluation of vertical stress distribution in field monitored GRS-IBS structure

F. Gebremariam, B. F. Tanyu, B. Christopher, D. Leshchinsky, J. Han, J. G. Zornberg

Geosynthetics International (2020) 27 (4): 414–431.

https://doi.org/10.1680/jgein.20.00004

Published: 05 August 2020

View article titled, Evaluation of vertical stress distribution in field monitored GRS-IBS structure

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Journal Articles

Cyclic behaviour of soil-structure interfaces associated with modular-block reinforced soil-retaining walls

H. I. Ling, J.-P. Wang, D. Leshchinsky

Geosynthetics International (2008) 15 (1): 14–21.

https://doi.org/10.1680/gein.2008.15.1.14

Published: 01 January 2008

View article titled, Cyclic behaviour of soil-structure interfaces associated with modular-block reinforced soil-retaining walls

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Journal Articles

Discussion: Peak versus residual shear strength in geosynthetic-reinforced soil design

J. G. Zornberg, D. Leshchinsky

Geosynthetics International (2003) 10 (6): 234–237.

https://doi.org/10.1680/gein.2003.10.6.234

Published: 01 December 2003

View article titled, Discussion: Peak versus residual shear strength in geosynthetic-reinforced soil design

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Journal Articles

Finite element parametric study of the behavior of segmental block reinforced-soil retaining walls

H. I. Ling, D. Leshchinsky

Geosynthetics International (2003) 10 (3): 77–94.

https://doi.org/10.1680/gein.2003.10.3.77

Published: 01 June 2003

View article titled, Finite element parametric study of the behavior of segmental block reinforced-soil retaining walls

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Journal Articles

Numerical Investigation of the Effects of Geosynthetic Spacing on Failure Mechanisms in MSE Block Walls

D. Leshchinsky, C. Vulova

Geosynthetics International (2001) 8 (4): 343–365.

https://doi.org/10.1680/gein.8.0199

Published: 01 January 2001

View article titled, Numerical Investigation of the Effects of Geosynthetic Spacing on Failure Mechanisms in MSE Block Walls

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Journal Articles

Investigation of the Isochrone Concept for Predicting Relaxation of Geogrids

V.N. Kaliakin, M. Dechasakulsom, D. Leshchinsky

Geosynthetics International (2000) 7 (2): 79–99.

https://doi.org/10.1680/gein.7.0167

Published: 01 January 2000

View article titled, Investigation of the Isochrone Concept for Predicting Relaxation of Geogrids

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Journal Articles

Performance of Geosynthetic-Reinforced Soil Structures at Limit Equilibrium State

D.R. Shiwakoti, T.B.S. Pradhan, D. Leshchinsky

Geosynthetics International (1998) 5 (6): 555–587.

https://doi.org/10.1680/gein.5.0136

Published: 01 January 1998

View article titled, Performance of Geosynthetic-Reinforced Soil Structures at Limit Equilibrium State

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Journal Articles

Creep and Stress Relaxation of Geogrids

D. Leshchinsky, M. Dechasakulsom, V.N. Kaliakin, H.I. Ling

Geosynthetics International (1997) 4 (5): 463–479.

https://doi.org/10.1680/gein.4.0102

Published: 01 January 1997

View article titled, Creep and Stress Relaxation of Geogrids

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Journal Articles

Unified Design Approach to Geosynthetic Reinforced Slopes and Segmental Walls

D. Leshchinsky, H. Ling, G. Hanks

Geosynthetics International (1995) 2 (5): 845–881.

https://doi.org/10.1680/gein.2.0039

Published: 01 January 1995

View article titled, Unified Design Approach to Geosynthetic Reinforced Slopes and Segmental Walls

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Evaluation of required connection load in GRS-IBS structures under service loads

Evaluation of vertical stress distribution in field monitored GRS-IBS structure

Cyclic behaviour of soil-structure interfaces associated with modular-block reinforced soil-retaining walls

Discussion: Peak versus residual shear strength in geosynthetic-reinforced soil design

Finite element parametric study of the behavior of segmental block reinforced-soil retaining walls

Numerical Investigation of the Effects of Geosynthetic Spacing on Failure Mechanisms in MSE Block Walls

Investigation of the Isochrone Concept for Predicting Relaxation of Geogrids

Performance of Geosynthetic-Reinforced Soil Structures at Limit Equilibrium State

Creep and Stress Relaxation of Geogrids

Unified Design Approach to Geosynthetic Reinforced Slopes and Segmental Walls

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