Evaluation of Pressure-Settlement Response of Square Footing Rested on Sand Reinforced with Coir Geotextile

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Yadav Jitendra Singh; Shekhawat Poonam; K.S. Sreekeshava

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Journal Paper

Paper Information

Journal: JOURNAL OF MINING AND ENVIRONMENTAL (INTERNATIONAL JOURNAL OF MINING & ENVIRONMENTAL ISSUES) Year:2024 | Volume:15 | Issue:2 Page(s): 481-495

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Information Journal Paper

Title

Evaluation of Pressure-Settlement Response of Square Footing Rested on Sand Reinforced with Coir Geotextile

Author(s)

Yadav Jitendra Singh | Shekhawat Poonam | K.S. Sreekeshava | Issue Writer Certificate

Keywords

Coir GeotextileQ4

Ultimate Bearing CapacityQ4

SandQ4

Numerical ModellingQ4

Abstract

The present work aims to assess the pressure-settlement behaviour of Sand beds under a square footing reinforced with Coir Geotextile using the PLAXIS 3D software. The angle of internal friction of Sand was varied from 28° to 38°. The effect of length of Coir Geotextile (1B, 2B, 3B, 4B, and 5B; B is width of footing) and position of Coir Geotextile (0.2B, 0.4B, 0.6B, 0.8B, and 1B) to Ultimate Bearing Capacity of Sand were examined. A remarkable improvement in Ultimate Bearing Capacity of Sand beds was obtained with provision of Coir Geotextiles. It was observed that the bearing capacity of Sand increases by placing Coir Geotextiles up to a depth of 0.4B from base of footing, thereafter it starts decreasing. The optimum length of Coir Geotextile was found as 4B-5B. An insignificant improvement in the bearing capacity ratio of Sand reinforced with Coir Geotextile was observed at higher values of angle of internal friction.

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