Performance of Shallow Foundations Resting on Coir Geotextile Reinforced Sand Bed
- Авторы: Lal D.1, Sankar N.1, Chandrakaran S.1
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Учреждения:
- National Institute of Technology Calicut
- Выпуск: Том 54, № 1 (2017)
- Страницы: 60-64
- Раздел: Technology and Work Production
- URL: https://journal-vniispk.ru/0038-0741/article/view/244083
- DOI: https://doi.org/10.1007/s11204-017-9434-8
- ID: 244083
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Аннотация
Soil reinforcement by natural fibers is a cost-effective and reliable technique for improving the stiffness and stability of soil. Coir is an eco-friendly, biodegradable organic material that has high tearing strength, stiffness, and durability compared to other natural reinforcement materials. In this study, the potential of coir geotextile as a reinforcement material was studied through a set of laboratory experiments. Remarkable improvement in strength and settlement properties were obtained with the provision of geotextiles. Bearing capacity improvement by a factor of 5 and a reduction of footing settlement by 87% was obtained by the suggested method. The optimum benefit was realized with the provision of three layers of reinforcement for a width of 3B (B is the foundation width), the topmost geotextile layer being positioned at a distance of 0.25B from the base of footing. Bearing capacity enhancement by a factor of 2.57 and settlement reduction of 73% was obtained even with the provision of a single layer of coir geotextile.
Об авторах
Dharmesh Lal
National Institute of Technology Calicut
Email: smfe@mail.ru
Индия, Kerala
N. Sankar
National Institute of Technology Calicut
Email: smfe@mail.ru
Индия, Kerala
S. Chandrakaran
National Institute of Technology Calicut
Email: smfe@mail.ru
Индия, Kerala
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