A RESEARCH ON THE EFFECT OF THE REINFORCEMENT GEOMETRY ON THE SOIL BEARING CAPACITY UNDER THE STRIP FOOTING LOADS

Payam Majedı; Semet Çelik; Suat Akbulut

A RESEARCH ON THE EFFECT OF THE REINFORCEMENT GEOMETRY ON THE SOIL BEARING CAPACITY UNDER THE STRIP FOOTING LOADS

Abstract

Increasing the bearing capacity in the soils could be rational and economical solution for the shallow foundations in the geotechnical design. When the soil is loose and incapable of carrying loads from foundation, soil improvement appears to be essential. For this reason, the usage of geogrids for reinforcement of foundation soils is one of the principal ways in soil improvement, which is used horizontally as the reinforcement to increase the soil strength. In this research, a geotextile layer with wraparound ends is accomplished on the granular soils because of increasing the load capacity. For this purpose, a modified form of the geogrid alongside the installation method was explored. In addition, PLAXIS (2D) finite element analysis software was employed to model and analyze the new design of the reinforcement. The acquired results demonstrated that the new geometrical form could improve the soil to a greater extent and reduced the settlements, compared to the horizontal reinforcement system.

Keywords

References

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Details

Primary Language

English

Subjects

-

Journal Section

Research Article

Authors

Payam Majedı This is me
0000-0002-2849-9259
Türkiye

Semet Çelik This is me
0000-0002-9674-8579
Türkiye

Suat Akbulut This is me
0000-0001-5266-0543
Türkiye

Publication Date

December 1, 2018

Submission Date

January 30, 2018

Acceptance Date

April 13, 2018

Published in Issue

Year 2018 Volume: 36 Number: 4

IZ

https://izlik.org/JA57UF74FR

Cite

RIS / Bibtex

APA

Majedı, P., Çelik, S., & Akbulut, S. (2018). A RESEARCH ON THE EFFECT OF THE REINFORCEMENT GEOMETRY ON THE SOIL BEARING CAPACITY UNDER THE STRIP FOOTING LOADS. Sigma Journal of Engineering and Natural Sciences, 36(4), 951-960. https://izlik.org/JA57UF74FR

AMA

1.Majedı P, Çelik S, Akbulut S. A RESEARCH ON THE EFFECT OF THE REINFORCEMENT GEOMETRY ON THE SOIL BEARING CAPACITY UNDER THE STRIP FOOTING LOADS. SIGMA. 2018;36(4):951-960. https://izlik.org/JA57UF74FR

Chicago

Majedı, Payam, Semet Çelik, and Suat Akbulut. 2018. “A RESEARCH ON THE EFFECT OF THE REINFORCEMENT GEOMETRY ON THE SOIL BEARING CAPACITY UNDER THE STRIP FOOTING LOADS”. Sigma Journal of Engineering and Natural Sciences 36 (4): 951-60. https://izlik.org/JA57UF74FR.

EndNote

Majedı P, Çelik S, Akbulut S (December 1, 2018) A RESEARCH ON THE EFFECT OF THE REINFORCEMENT GEOMETRY ON THE SOIL BEARING CAPACITY UNDER THE STRIP FOOTING LOADS. Sigma Journal of Engineering and Natural Sciences 36 4 951–960.

IEEE

[1]P. Majedı, S. Çelik, and S. Akbulut, “A RESEARCH ON THE EFFECT OF THE REINFORCEMENT GEOMETRY ON THE SOIL BEARING CAPACITY UNDER THE STRIP FOOTING LOADS”, SIGMA, vol. 36, no. 4, pp. 951–960, Dec. 2018, [Online]. Available: https://izlik.org/JA57UF74FR

ISNAD

Majedı, Payam - Çelik, Semet - Akbulut, Suat. “A RESEARCH ON THE EFFECT OF THE REINFORCEMENT GEOMETRY ON THE SOIL BEARING CAPACITY UNDER THE STRIP FOOTING LOADS”. Sigma Journal of Engineering and Natural Sciences 36/4 (December 1, 2018): 951-960. https://izlik.org/JA57UF74FR.

JAMA

1.Majedı P, Çelik S, Akbulut S. A RESEARCH ON THE EFFECT OF THE REINFORCEMENT GEOMETRY ON THE SOIL BEARING CAPACITY UNDER THE STRIP FOOTING LOADS. SIGMA. 2018;36:951–960.

MLA

Majedı, Payam, et al. “A RESEARCH ON THE EFFECT OF THE REINFORCEMENT GEOMETRY ON THE SOIL BEARING CAPACITY UNDER THE STRIP FOOTING LOADS”. Sigma Journal of Engineering and Natural Sciences, vol. 36, no. 4, Dec. 2018, pp. 951-60, https://izlik.org/JA57UF74FR.

Vancouver

1.Payam Majedı, Semet Çelik, Suat Akbulut. A RESEARCH ON THE EFFECT OF THE REINFORCEMENT GEOMETRY ON THE SOIL BEARING CAPACITY UNDER THE STRIP FOOTING LOADS. SIGMA [Internet]. 2018 Dec. 1;36(4):951-60. Available from: https://izlik.org/JA57UF74FR