Utilization of soil nailing technique to increase shear strength of cohesive soil and reduce settlement
Authors:
Open Access
- 1 December 2017
- journal article
- Published by Elsevier in Journal of Rock Mechanics and Geotechnical Engineering
- Vol. 9 (6) , 1104-1111
Abstract
No abstract availableKeywords
This publication has 22 references indexed in Scilit:
- Application of the Modified Goodman Model in Soil NailingInternational Journal of Geomechanics, 2013
- Effect of Coir Fiber on the Stress–Strain Behavior of a Reconstituted Fine-Grained SoilJournal of Natural Fibers, 2011
- Nail Reinforcement Mechanism of Cohesive Soil Slopes Under Earthquake ConditionsSoils and Foundations, 2010
- New Soil Nail Material—Pilot Study of Grouted GFRP Pipe Nails in Korea and Hong KongJournal of Materials in Civil Engineering, 2009
- Behavior of a Fiber-Reinforced Bentonite at Large Shear DisplacementsJournal of Geotechnical and Geoenvironmental Engineering, 2006
- Landslide Stabilization Using Soil Nail and Mechanically Stabilized Earth Walls: Case StudyJournal of Geotechnical and Geoenvironmental Engineering, 2005
- Utilization of fly ash for stabilization/solidification of heavy metal contaminated soilsEngineering Geology, 2003
- Influence of loading rate on the capacity of a model pile in clayCanadian Geotechnical Journal, 1995
- Mechanical Properties of Kaolinite/Fiber Soil CompositeJournal of Geotechnical Engineering, 1994
- The Shear Resistance of Root‐Permeated Homogeneous and Stratified SoilSoil Science Society of America Journal, 1977