Dynamic Response of Shallow Mat Footings on Coir Geotextile Reinforced Sand Under Cyclic Loading

Mohamad Hanafi; Abdullah Ekinci

doi:10.1007/978-981-97-1781-1_10

Dynamic Response of Shallow Mat Footings on Coir Geotextile Reinforced Sand Under Cyclic Loading

^*Corresponding author for this work

Middle East Technical University

Research output: Chapter in Book/Report/Conference proceeding › Conference article in proceedings › Scientific › peer-review

Abstract

The use of shaking table tests to investigate the dynamic behavior of soil-structure interaction dates back several decades. In this study the response of a laboratory scale mat foundation constructed on well-graded fine sand under cyclic loading conditions was examined. The study also sought to evaluate the impact of geotextile reinforcement on the dynamic behavior of the mat foundation. Six tests were conducted under both unsaturated and saturated conditions, with and without geotextile reinforcement. The results of the tests revealed that incorporating geotextile into both unsaturated and saturated sand resulted in a decrease in the acceleration of the model foundation. These findings highlight the potential of geotextile reinforcement as an effective means of improving the performance of mat foundations on fine-grained soils subjected to cyclic loading. The results may have implications for the design and construction of mat foundations in real-world applications, particularly in earthquake-prone regions where cyclic loading is a major concern.

Original language	English
Title of host publication	Sustainable Civil Engineering at the Beginning of 3rd Millennium - Proceedings of 15th International Congress on Advances in Civil Engineering ACE2023
Editors	Umut Türker, Özgür Eren, Eris Uygar
Publisher	Springer
Pages	113-123
Number of pages	11
ISBN (Print)	978-981-97-1780-4
DOIs	https://doi.org/10.1007/978-981-97-1781-1_10
Publication status	Published - 2024
MoE publication type	A4 Conference publication
Event	International Conference on Advances in Civil Engineering - Famagusta, Cyprus Duration: 6 Sept 2023 → 8 Sept 2023 Conference number: 15

Publication series

Name	Lecture Notes in Civil Engineering
Volume	481
ISSN (Print)	2366-2557
ISSN (Electronic)	2366-2565

Conference

Conference	International Conference on Advances in Civil Engineering
Abbreviated title	ACE
Country/Territory	Cyprus
City	Famagusta
Period	06/09/2023 → 08/09/2023

Keywords

Coir
cyclic load
geotextile
shake table

Access to Document

10.1007/978-981-97-1781-1_10

Cite this

Hanafi, M., & Ekinci, A. (2024). Dynamic Response of Shallow Mat Footings on Coir Geotextile Reinforced Sand Under Cyclic Loading. In U. Türker, Ö. Eren, & E. Uygar (Eds.), Sustainable Civil Engineering at the Beginning of 3rd Millennium - Proceedings of 15th International Congress on Advances in Civil Engineering ACE2023 (pp. 113-123). (Lecture Notes in Civil Engineering; Vol. 481). Springer. https://doi.org/10.1007/978-981-97-1781-1_10

Hanafi, Mohamad ; Ekinci, Abdullah. / Dynamic Response of Shallow Mat Footings on Coir Geotextile Reinforced Sand Under Cyclic Loading. Sustainable Civil Engineering at the Beginning of 3rd Millennium - Proceedings of 15th International Congress on Advances in Civil Engineering ACE2023. editor / Umut Türker ; Özgür Eren ; Eris Uygar. Springer, 2024. pp. 113-123 (Lecture Notes in Civil Engineering).

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abstract = "The use of shaking table tests to investigate the dynamic behavior of soil-structure interaction dates back several decades. In this study the response of a laboratory scale mat foundation constructed on well-graded fine sand under cyclic loading conditions was examined. The study also sought to evaluate the impact of geotextile reinforcement on the dynamic behavior of the mat foundation. Six tests were conducted under both unsaturated and saturated conditions, with and without geotextile reinforcement. The results of the tests revealed that incorporating geotextile into both unsaturated and saturated sand resulted in a decrease in the acceleration of the model foundation. These findings highlight the potential of geotextile reinforcement as an effective means of improving the performance of mat foundations on fine-grained soils subjected to cyclic loading. The results may have implications for the design and construction of mat foundations in real-world applications, particularly in earthquake-prone regions where cyclic loading is a major concern.",

keywords = "Coir, cyclic load, geotextile, shake table",

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Hanafi, M & Ekinci, A 2024, Dynamic Response of Shallow Mat Footings on Coir Geotextile Reinforced Sand Under Cyclic Loading. in U Türker, Ö Eren & E Uygar (eds), Sustainable Civil Engineering at the Beginning of 3rd Millennium - Proceedings of 15th International Congress on Advances in Civil Engineering ACE2023. Lecture Notes in Civil Engineering, vol. 481, Springer, pp. 113-123, International Conference on Advances in Civil Engineering, Famagusta, Cyprus, 06/09/2023. https://doi.org/10.1007/978-981-97-1781-1_10

Dynamic Response of Shallow Mat Footings on Coir Geotextile Reinforced Sand Under Cyclic Loading. / Hanafi, Mohamad; Ekinci, Abdullah.
Sustainable Civil Engineering at the Beginning of 3rd Millennium - Proceedings of 15th International Congress on Advances in Civil Engineering ACE2023. ed. / Umut Türker; Özgür Eren; Eris Uygar. Springer, 2024. p. 113-123 (Lecture Notes in Civil Engineering; Vol. 481).

Research output: Chapter in Book/Report/Conference proceeding › Conference article in proceedings › Scientific › peer-review

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N2 - The use of shaking table tests to investigate the dynamic behavior of soil-structure interaction dates back several decades. In this study the response of a laboratory scale mat foundation constructed on well-graded fine sand under cyclic loading conditions was examined. The study also sought to evaluate the impact of geotextile reinforcement on the dynamic behavior of the mat foundation. Six tests were conducted under both unsaturated and saturated conditions, with and without geotextile reinforcement. The results of the tests revealed that incorporating geotextile into both unsaturated and saturated sand resulted in a decrease in the acceleration of the model foundation. These findings highlight the potential of geotextile reinforcement as an effective means of improving the performance of mat foundations on fine-grained soils subjected to cyclic loading. The results may have implications for the design and construction of mat foundations in real-world applications, particularly in earthquake-prone regions where cyclic loading is a major concern.

AB - The use of shaking table tests to investigate the dynamic behavior of soil-structure interaction dates back several decades. In this study the response of a laboratory scale mat foundation constructed on well-graded fine sand under cyclic loading conditions was examined. The study also sought to evaluate the impact of geotextile reinforcement on the dynamic behavior of the mat foundation. Six tests were conducted under both unsaturated and saturated conditions, with and without geotextile reinforcement. The results of the tests revealed that incorporating geotextile into both unsaturated and saturated sand resulted in a decrease in the acceleration of the model foundation. These findings highlight the potential of geotextile reinforcement as an effective means of improving the performance of mat foundations on fine-grained soils subjected to cyclic loading. The results may have implications for the design and construction of mat foundations in real-world applications, particularly in earthquake-prone regions where cyclic loading is a major concern.

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Hanafi M, Ekinci A. Dynamic Response of Shallow Mat Footings on Coir Geotextile Reinforced Sand Under Cyclic Loading. In Türker U, Eren Ö, Uygar E, editors, Sustainable Civil Engineering at the Beginning of 3rd Millennium - Proceedings of 15th International Congress on Advances in Civil Engineering ACE2023. Springer. 2024. p. 113-123. (Lecture Notes in Civil Engineering). doi: 10.1007/978-981-97-1781-1_10

Dynamic Response of Shallow Mat Footings on Coir Geotextile Reinforced Sand Under Cyclic Loading

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