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 …
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 …
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 …
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 …
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 placed over both unreinforced and reinforced granular soils and subjected to combined loading is calculated by implementation of upper …
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 …
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 …
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 …