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1-8 of 8
Keywords: Soil improvement
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Journal Articles
Effect of fiber reinforcement on the mechanical behavior of bio-cemented sand
Available to Purchase
Journal:
Geosynthetics International
Geosynthetics International (2021) 28 (2): 195–205.
Published: 19 November 2020
... © 2020 Thomas Telford Ltd 2020 Geosynthetics Fiber-reinforced soil Microbial-induced calcite precipitation (MICP) Mechanical behavior Fiber type Microstructure Soil improvement The instability of sandy soil is responsible for many geotechnical failures, such as subgrade collapse...
Journal Articles
Experimental study on the combined application of vacuum preloading – variable-spacing electro-osmosis to soft ground improvement
Available to Purchase
Journal:
Geosynthetics International
Geosynthetics International (2017) 24 (1): 72–81.
Published: 01 August 2016
... vacuum preloading electro-osmosis soft ground soil improvement where D85 is the size necessary for 85% of particles by weight to pass through; its value is approximately 80 μm for the Wenzhou coast dredge fill. The other difference in the vacuum preloading system is the use...
Journal Articles
Evaluation of a calculation method for embankments reinforced with geocells over soft soils using finite-element analysis
Available to Purchase
Journal:
Geosynthetics International
Geosynthetics International (2015) 22 (6): 439–451.
Published: 28 August 2015
... from a three-dimensional finite element computer analysis for both unreinforced and reinforced cases. Geosynthetic reinforcement as basal reinforcement in embankments over soft soils improves the performance of the system by increasing the resisting forces and reducing the activating forces...
Journal Articles
Cyclic shear behaviour of fibre-reinforced mine tailings
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Journal:
Geosynthetics International
Geosynthetics International (2015) 22 (2): 196–206.
Published: 01 April 2015
... (Cambridge and NGI done quickly). geosynthetics soil improvement cyclic loading simple shear test fibre-reinforcement Tailings are essentially comprised of crushed rock waste particles derived from ore processing (Wijewickreme et al. 2005). Mechanical and chemical processes are used...
Journal Articles
A bearing capacity calculation method for soil reinforced with a geocell
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Journal:
Geosynthetics International
Geosynthetics International (2013) 20 (3): 129–142.
Published: 01 June 2013
...), foundation soil and geocell infill (sand and clay) and loading shape (circular, rectangular and strip). 25 6 2012 30 11 2012 9 2 2013 © 2013 Thomas Telford Ltd 2013 Geosynthetics Soil reinforcement Soil improvement Calculation method Soft soil Koerner (1994...
Journal Articles
Electrokinetic improvement of soft clay using electrical vertical drains
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Journal:
Geosynthetics International
Geosynthetics International (2008) 15 (5): 369–381.
Published: 01 October 2008
... result from electrochemical reactions. (1) Q = k e E A 21 08 2007 11 12 2007 04 04 2008 © 2008 Thomas Telford Ltd 2008 Geosynthetics Electro-osmosis Electrokinetics Electrical vertical drains Soil improvement Electrokinetic stabilisation is a soil...
Journal Articles
A Nonlinear Model of Geosynthetic-Reinforced Granular Fill Over Soft Soil
Available to Purchase
Journal:
Geosynthetics International
Geosynthetics International (1997) 4 (5): 523–537.
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 reinforcement Soil improvement Foundation model Settlement Tension force Finite difference Technical Note by J.H. Yin...
Journal Articles
Modelling Geosynthetic-Reinforced Granular Fills Over Soft Soil
Available to Purchase
Journal:
Geosynthetics International
Geosynthetics International (1997) 4 (2): 165–185.
Published: 01 January 1997
... in the geosynthetic layer. Geosynthetic reinforcement Soil improvement Foundation model Settlement Tension force Finite element modelling Technical Paper by J.H. Yin MODELLING GEOSYNTHETIC-REINFORCED GRANULAR FILLS OVER SOFT SOIL ABSTRACT: In this paper, a new one-dimensional mathematical model is proposed...
