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IEEE Transactions on Instrumentation and Measurement, ISSN 0018-9456, 05/2012, Volume 61, Issue 5, pp. 1445 - 1457
Journal Article
International Journal of Geomechanics, ISSN 1532-3641, 10/2016, Volume 16, Issue 5, p. 4016008
AbstractThis study investigated the response of rigid surface foundations to moment loading based on nonlinear (hyperbolic) soil response. The response of a... 
Technical Paper | Foundation response | Foundation | Eccentricity | Rotation | Nonlinear stress-displacement relation | Displacement | ENGINEERING, GEOLOGICAL | Stresses | Foundations | Nonlinearity | Mathematical models | Soil (material) | Load tests
Journal Article
Journal of Geotechnical and Geoenvironmental Engineering, ISSN 1090-0241, 09/2007, Volume 133, Issue 9, pp. 1154 - 1161
This paper investigates the performance of stone columns in a weak deposit such as peat. It evaluates the effects of reinforcing stone columns by jacketing... 
TECHNICAL NOTES | Laboratory tests | Reinforcement | Columns | Grouting | Stones | ENGINEERING, GEOLOGICAL | GRANULAR PILES | GEOSCIENCES, MULTIDISCIPLINARY | PERFORMANCE | Mechanical properties | Observations | Building stones | Materials
Journal Article
AJIC: American Journal of Infection Control, ISSN 0196-6553, 2016, Volume 44, Issue 12, pp. 1495 - 1504
Journal Article
IEEE Transactions on Instrumentation and Measurement, ISSN 0018-9456, 05/2013, Volume 62, Issue 5, pp. 1094 - 1106
Journal Article
ARPN Journal of Engineering and Applied Sciences, 2014, Volume 9, Issue 10, pp. 1967 - 1973
Journal Article
International Journal of Geotechnical Engineering, ISSN 1938-6362, 08/2016, Volume 10, Issue 4, pp. 337 - 357
Granular piles/stone columns are one of the most commonly preferred ground engineering systems for improving a variety of weak soils, such as soft clays, loose... 
Ground improvement | Creep | Geosynthetic encasement | Granular pile anchor | Stone column | Granular pile | Case history | Liquefaction mitigation
Journal Article
Canadian Geotechnical Journal, ISSN 0008-3674, 2013, Volume 50, Issue 2, pp. 123 - 132
Granular anchors are a relatively new concept in ground engineering with relatively little known regarding their load-displacement behaviour, failure modes,... 
Anchors | Retaining structures | Ground improvement | CAPACITY | TESTS | SOILS | SAND | BEHAVIOR | anchors | GEOSCIENCES, MULTIDISCIPLINARY | PILE-ANCHORS | ground improvement | BOULDER CLAY | DUBLIN | STONE COLUMN FOUNDATIONS | ENGINEERING, GEOLOGICAL | retaining structures | Bulging | Concretes | Granular materials | Failure analysis | Grounds | Deposition | Tendons
Journal Article
Journal of Advanced Research in Dynamical and Control Systems, 2017, Volume 9, Issue 14, pp. 1840 - 1849
Journal Article
Indian Geotechnical Journal, ISSN 0971-9555, 6/2015, Volume 45, Issue 2, pp. 209 - 216
Many clays in situ are lightly overconsolidated with overconsolidation ratio ranging between 1.0 and 4.0 due to various reasons. However, the conventional... 
Engineering | Geoengineering, Foundations, Hydraulics | Consolidation | Stress increment ratio | Lightly overconsolidated soil | Overconsolidation ratio | Degree of pore pressure dissipation | Degree of settlement
Journal Article
Indian Geotechnical Journal, ISSN 0971-9555, 9/2015, Volume 45, Issue 3, pp. 304 - 317
The paper presents a method for the estimation of bearing capacity of a strip footing resting on a reinforced foundation bed over soft ground stabilized with a... 
Engineering | Geoengineering, Foundations, Hydraulics | Granular trench | Soft ground | Bearing capacity | Bearing capacity ratio (BCR) | Granular fill | Geosynthetic reinforcement
Journal Article
i-Manager's Journal on Civil Engineering, ISSN 2249-0779, 06/2014, Volume 4, Issue 3, pp. 15 - 24
Soft soils need to be improved to make them suitable for construction. Granular Piles (GP) are effective and economical solutions to improve the behavior of... 
Economics | Soils | Sand | Resists | Pile anchors | Shear strength | Piles | Failure
Journal Article
Indian Geotechnical Journal, ISSN 0971-9555, 6/2014, Volume 44, Issue 2, pp. 205 - 217
Sites having predominant loose sand deposits are prone to many hazards, especially under seismic loading conditions. Among different forms of seismic risks,... 
Drainage | Engineering | Geoengineering, Foundations, Hydraulics | Ground improvement | Densification | Earthquake engineering | Liquefaction | Stone column
Journal Article
International Journal of Geotechnical Engineering, ISSN 1938-6362, 01/2016, Volume 10, Issue 1, pp. 23 - 30
A modified Pasternak model has been proposed to predict the behavior of a circular footing resting on a geocell reinforced granular layer overlying soft soil.... 
Geosynthetics | Circular footing | Soft ground | Geotechnical engineering | Geocell
Journal Article
Geotextiles and Geomembranes, ISSN 0266-1144, 2008, Volume 26, Issue 5, pp. 393 - 403
Journal Article
International Journal of Geotechnical Engineering, ISSN 1938-6362, 08/2019, pp. 1 - 10
Journal Article