Experimental Investigation for Failure Mechanism and Bearing Capacity of Strip Footing on Soil Reinforced with Geotextile Following the Shukla's Wraparound Reinforcement Technique

Ateş, Bayram; Şadoğlu, Erol

doi:10.1007/s40891-023-00514-2

Int. J. of Geosynth. and Ground Eng.

2024

DOI: 10.1007/s40891-023-00514-2

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Experimental Investigation for Failure Mechanism and Bearing Capacity of Strip Footing on Soil Reinforced with Geotextile Following the Shukla's Wraparound Reinforcement Technique

Bayram Ateş,

Erol Şadoğlu

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Cited by 4 publications

References 39 publications

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Cone penetration model test of xanthan gum-treated sand based on particle image velocimetry technology and its bearing capacity prediction model

Zhang,

He,

Jiang

et al. 2024

Environ Earth Sci

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Behaviour of strip footing resting on encapsulated soil mass: a numerical study

Ray,

Ghosh,

Bhattacherjee

2024

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Use of geosynthetic materials as soil reinforcement: an alternative eco-friendly construction material

Chatrabhuj,

Meshram

2024

Discov Civ Eng

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Geosynthetics have emerged as innovative, efficient, and cost-effective solutions for a myriad of engineering challenges in construction. This paper explores the extensive applications of geosynthetics in construction, encompassing liner systems for landfills, containment zone barriers, embankments, filters, pavement drainage systems, slope stabilization, reinforcement for shallow foundations, and barriers in earthen dams. Various types of geosynthetic materials, such as geotextile, geomembrane, geogrid, geonet, geocomposite, geofiber, geobags, geopipes, geosynthetic clay liner, and geofoam, further broaden their utility. A significant focus is on soil stabilization, where geosynthetics play a crucial role in reinforcing weak soil, improving stability, erosion protection, enhanced drainage, and effective soil retention. Geosynthetics helps in improving soil strength which could be used in subgrade, embankment, slopes, foundations, and earthen dams, it could be an efficient alternate to traditional construction materials. The findings of this research have practical implications for engineers and construction professionals, offering innovative and cost-effective solutions to engineering challenges.

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Experimental Investigation for Failure Mechanism and Bearing Capacity of Strip Footing on Soil Reinforced with Geotextile Following the Shukla's Wraparound Reinforcement Technique

Cited by 4 publications

References 39 publications

Cone penetration model test of xanthan gum-treated sand based on particle image velocimetry technology and its bearing capacity prediction model

Cone penetration model test of xanthan gum-treated sand based on particle image velocimetry technology and its bearing capacity prediction model

Behaviour of strip footing resting on encapsulated soil mass: a numerical study

Use of geosynthetic materials as soil reinforcement: an alternative eco-friendly construction material

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