Interaction Properties of Geosynthetic with Different Backfill Soils

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International Journal of Geosciences

ISSN Print: 2156-8359
ISSN Online: 2156-8367
www.scirp.org/journal/ijg
E-mail: ijg@scirp.org

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"Interaction Properties of Geosynthetic with Different Backfill Soils"
written by Md. Bellal Hossain, Md. Zakaria Hossain, Toshinori Sakai,
published by International Journal of Geosciences, Vol.3 No.5, 2012

has been cited by the following article(s):

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[1]	New insights into geotribology of non-dilative interfaces from novel experimental studies
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[2]	Laboratory Analysis of the Interface Shear Characteristics of Chemically Treated Coir Geotextiles and Soil Interface
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[4]	Modeling of sub-ballast and geogrid interaction
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[5]	A study on Geotextile Strengthening Analysis using Python Software
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[6]	Laboratory Study on Shear Strength of Soil using Woven and Non-woven Geotextiles
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[7]	Investigation of Shear Strength of Clay Soil–Geotextile by Adding the BCF Waste Fibers
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[8]	The Influence of Compaction and Water Conditions on Shear Strength and Friction Resistance between Geotextiles and Ash-Slag Mixture
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[9]	Mechanical Properties of Lateritic Soil Reinforced with Geotextile Material (Nigerian Bagco Super Sack)
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[10]	بررسی مقاومت برشی فصل مشترک خاک رس-ژئوتکستایل با استفاده از الیاف ضایعات BCF‎
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[11]	Mechanics of the Interface Interaction between Hemp Fibers and Compacted Clay
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[12]	A Review on the Behaviour of Soil against Different Geosynthetic Interfaces
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[13]	Shear and viscous characteristics of gravels in ring shear tests
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[14]	Interface Resistance between Clays and Natural Hemp Fibers
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[15]	Experimental and Numerical Analysis of Geogrid-Reinforced Soil Systems
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[16]	AN EXPERIMENTAL STUDY FOR EVALUATION OF SHEAR STRENGTH PARAMETERS WITH GEOSYNTHETICMATERIALS AND CLAY BY USING LARGE …
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[17]	AN EXPERIMENTAL STUDY ON COMBINATION OF GEOSYNTHETIC MATERIAL WITH SAND FOR EVALUATION OF SHEAR STRENGTH PARAMETERS
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[18]	Experimental and Numerical Analysis of Geogrid-Reinforced Soil Systems.
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[19]	An experimental study for evaluation of shear strength parameters with geosynthetic materials and clay by using large-scale direct shear test box
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[20]	ENVIRONMENT-FRIENDLY GROUND IMPROVEMENT TECHNIQUE USING WASTE SHELL HUSK
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[21]	Performance of 3-D geogrid-reinforced sand under direct shear mode
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[22]	CHARACTERIZATION OF GEOGRID PULLOUT MECHANISM FOR CALCAREOUS SAND BACKFILL
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[23]	Effect Of Fly Ash And Geo Synthetics On Strength Properties Of Clayey Soil
	i-Manager's Journal on Structural Engineering, 2016

[24]	Performance of Geosynthetic-Reinforced Soils Under Static and Cyclic Loading
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[25]	Shear Strength Behavior of Different Geosynthetic Reinforced Soil Structure from Direct Shear Test
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[26]	Geomechanical characterization of the natural hemp-compacted clay interface
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[27]	Determination of frictional resistance at the contact between chosen furnace waste and geosynthetics
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[28]	АРМИРУЮЩИЕ СЛОИ ГЕОСИНТЕТИЧЕСКИХ МАТЕРИАЛОВ
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[29]	DYNAMIC AND STATIC ANALYSES OF OIL AND GAS PIPELINES
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[30]	DIRECT SHEAR TESTS ON STONE DUST
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[31]	Influence of Recycled Aggregate Composites on the Factor of Safety of Earthen Structures
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[33]	INVESTIGATING THE EFFECT OF RICE HUSK ASH IN THE INTERFACE BEHAVIOUR OF GEOSYNTHETIC AND CLAYEY SOIL FOR GROUND …

[1]	Geosynthetics and Soil Interaction Numerical Modeling for High-speed Rail Lines Substructure Transportation Research Procedia, 2023 DOI:10.1016/j.trpro.2023.02.096

[2]	Mathematical modeling of the mechanical stabilization of the sub-tie base of railroad tracks in the arctic zone E3S Web of Conferences, 2023 DOI:10.1051/e3sconf/202338301023

[3]	New insights into geotribology of non-dilative interfaces from novel experimental studies Geosynthetics International, 2023 DOI:10.1680/jgein.23.00013

[4]	A study on Geotextile Strengthening Analysis using Python Software 2021 3rd International Conference on Advances in Computing, Communication Control and Networking (ICAC3N), 2021 DOI:10.1109/ICAC3N53548.2021.9725485

[5]	The Influence of Compaction and Water Conditions on Shear Strength and Friction Resistance between Geotextiles and Ash-Slag Mixture Energies, 2020 DOI:10.3390/en13051086

[6]	Mechanics of the Interface Interaction between Hemp Fibers and Compacted Clay International Journal of Geomechanics, 2019 DOI:10.1061/(ASCE)GM.1943-5622.0001368

[7]	Experimental and Numerical Analysis of Geogrid-Reinforced Soil Systems Arabian Journal for Science and Engineering, 2018 DOI:10.1007/s13369-018-3158-6

[8]	Interface Resistance between Clays and Natural Hemp Fibers IFCEE 2018, 2018 DOI:10.1061/9780784481592.018

[9]	Performance of Geosynthetic-Reinforced Soils Under Static and Cyclic Loading Engineering, Technology & Applied Science Research, 2017 DOI:10.48084/etasr.1035

[10]	Performance of 3-D geogrid-reinforced sand under direct shear mode International Journal of Geotechnical Engineering, 2017 DOI:10.1080/19386362.2017.1336297

[11]	Shear and viscous characteristics of gravels in ring shear tests Geosciences Journal, 2017 DOI:10.1007/s12303-017-0062-0

[12]	Shear Strength Behavior of Different Geosynthetic Reinforced Soil Structure from Direct Shear Test International Journal of Geosynthetics and Ground Engineering, 2016 DOI:10.1007/s40891-016-0058-2

[13]	EFFECT OF FLY ASH AND GEO SYNTHETICS ON STRENGTH PROPERTIES OF CLAYEY SOIL i-manager’s Journal on Structural Engineering, 2016 DOI:10.26634/jste.5.3.8252

[14]	Influence of Recycled Aggregate Composites on the Factor of Safety of Earthen Structures International Journal of Geosciences, 2013 DOI:10.4236/ijg.2013.45078

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