WebOct 3, 2024 · This paper presents the results of centrifuge model tests to investigate the deformation behaviour of unreinforced and reinforced transparent soil foundations under strip loading. A digital image analysis technique was employed to obtain the soil displacement field and strain distribution of reinforcements. Two-dimensional (2D) … WebApr 4, 2014 · A series of bearing capacity tests were conducted with an eccentrically (e/B = 0, 1/12, 1/6, 1/3) loaded model surface (Df/B = 0) and shallow (Df/B = 0.25) strip footings (B = 80 mm) resting close to reinforced finite sand slopes to investigate ultimate loads, failure surfaces, load–displacement curves, rotation of footing, etc. The experimental set-up …
Laboratory Testing and Numerical Simulation of a Strip Footing on ...
WebDec 11, 2024 · Two-dimensional model tests combined with PIV technology were conducted to study the failure behavior of strip footing on geosynthetic-reinforced granular soil foundations on a mesoscale. The results showed that geosynthetic reinforcements improve the bearing capacity of granular soil foundations; however, the effectiveness of the … WebNov 23, 2024 · A review of the literature has also revealed that limited studies have been reported on embedded strip footings in unreinforced sand slopes [24, 25] and a geotextile … contribution back
Centrifuge model and numerical studies of strip footing on …
WebJan 14, 2024 · The plinth walls are usually built directly on the ground. The plinth height of about 300 mm is constructed to prevent damage to the superstructure walls due to water ingress. - Houses with fired bricks and cement mortar often have plinth walls with 1) concrete strip footing with a depth of 230 mm or 2) plinth beams or slab. WebJan 14, 2024 · The foundation generally consists of brick masonry or stone masonry walls and strip footing is very commonly used for these constructions. In rural areas, the walls are directly extended into the ground; the behaviour of these foundations is similar to strip footing. The lateral load is carried by the walls in the direction of seismic forces. WebThis paper presents a multidisciplinary approach to quantify seismic hazard and ground motion intensity parameters for non-structural seismic risk evaluation. contribution bangla