Effect of reinforcement form on the bearing capacity of square footings on sand

GM Latha, A Somwanshi - Geotextiles and Geomembranes, 2009 - Elsevier
This paper presents the results of laboratory model loading tests and numerical studies
carried out on square footings supported on geosynthetic reinforced sand beds. The relative …

Behavior of strip footing on geogrid-reinforced sand over a soft clay slope

MA El Sawwaf - Geotextiles and Geomembranes, 2007 - Elsevier
The potential benefits of reinforcing a replaced layer of sand constructed on near a slope
crest was studied. Model tests were carried out using model footing of 75mm width and …

Bearing capacity of strip footings on sand slopes reinforced with geogrid and grid-anchor

S Alamshahi, N Hataf - Geotextiles and Geomembranes, 2009 - Elsevier
This paper presents the effect of a new type of geogrid inclusion on the bearing capacity of a
rigid strip footing constructed on a sand slope. A broad series of conditions, including …

End bearing capacity factor for annular foundations embedded in clay considering the effect of the adhesion factor

S Keawsawasvong, VQ Lai - International Journal of Geosynthetics and …, 2021 - Springer
New limit analysis solutions for the end bearing capacity of annular foundations in clay with
linearly increasing shear strength are presented in the paper. The strength profile of clay …

Bearing capacity of square footing on pond ash reinforced with jute-geotextile

A Ghosh, A Ghosh, AK Bera - Geotextiles and Geomembranes, 2005 - Elsevier
At present an enormous amount of pond ash is being produced by thermal power plants
throughout the world. Storage of pond ash requires vast land area and disposal of ash …

Interference effect of shallow foundations constructed on sand reinforced with geosynthetics

M Ghazavi, AA Lavasan - Geotextiles and Geomembranes, 2008 - Elsevier
This paper numerically examines the bearing capacity ratio for rough square footings
located at the surface of a homogeneous sandy soil reinforced with a geogrid. The failure …

Bearing capacity of shallow strip foundations on reinforced soil subjected to combined loading using upper bound theorem of finite element limit analysis and second …

A Izadi, LA Nalkiashari, M Payan, RJ Chenari - Computers and Geotechnics, 2023 - Elsevier
Bearing capacity of shallow strip foundations placed over both unreinforced and reinforced
granular soils and subjected to combined loading is calculated by implementation of upper …

Circular footings resting on geotextile-reinforced sand bed

PK Basudhar, S Saha, K Deb - Geotextiles and Geomembranes, 2007 - Elsevier
The note pertains to an experimental study made on circular footings resting on semi-infinite
layer of sand reinforced with geotextiles. Using the concept of homogenization of such soils …

[HTML][HTML] Behavior of closely spaced square and circular footings on reinforced sand

AA Lavasan, M Ghazavi - Soils and Foundations, 2012 - Elsevier
This paper describes an experimental investigation conducted to evaluate the ultimate
bearing capacity, the settlement and the tilt of two types closely spaced footings, one having …

[HTML][HTML] Effect of reinforcement length for different geosynthetic reinforcements on strip footing on sand soil

E Cicek, E Guler, T Yetimoglu - Soils and Foundations, 2015 - Elsevier
This paper presents the results of laboratory model tests of a surface strip footing on
unreinforced and reinforced sand beds to investigate the effects of reinforcement length …