Sand Rubber Mixtures: 1D Compressibility Response

Sabriye Ozkan; Erdin Ibraim; Andrea Diambra

doi:10.1007/978-981-99-4041-7_16

Sand Rubber Mixtures: 1D Compressibility Response

Sabriye Ozkan^*
, Erdin Ibraim
, Andrea Diambra

^*Corresponding author for this work

Research output: Chapter in Book/Report/Conference proceeding › Conference Contribution (Conference Proceeding)

1 Citation (Scopus)

96 Downloads (Pure)

Abstract

The number of scrap tyres is growing all around the world due to increasing number of vehicles on the roads. This creates significant environmental and economic concerns. The usage of recycled and reused scrap tyres in civil and geotechnical engineering projects is an alternative way to help with decreasing number of stockpiled scrap tyres. The tyre derived material is commonly mixed with sand in different proportions and used as an alternative material in engineering projects. This paper presents a series of laboratory experimental work on sand-rubber mixtures under one-dimensional confined compression loading. It is aimed to investigate the response of mixture and the effect of increasing volumetric fraction of rubber on results. Samples were tested with seven different volumetric fractions of rubber ranging from 0 (SR0-pure sand) to 100% (SR100- pure rubber). The results of conducted laboratory experiments indicate that the one-dimensional response of mixtures change with rubber fraction. Samples with higher rubber fraction indicate higher compressibility and lower stiffness whereas specimen with lower rubber fraction demonstrate higher stiffness and less compressible behaviour which is related to the material properties of rubber particles.

Original language	English
Title of host publication	Sustainable Earth and Beyond
Subtitle of host publication	Proceedings of EGRWSE 2022
Editors	Yeliz Yukselen-Aksoy, Krishna R. Reddy, Arvind Kumar Agnihotri
Publisher	Springer, Singapore
Chapter	16
Pages	157-166
Number of pages	10
Volume	370
ISBN (Electronic)	9789819940417
ISBN (Print)	9789819940400
DOIs	https://doi.org/10.1007/978-981-99-4041-7_16
Publication status	Published - 1 Aug 2023
Event	Third International Conference on Environmental Geotechnology, Recycled Waste Materials and Sustainable Engineering, 2022 - Izmir, Turkey, Izmir, Turkey Duration: 15 Sept 2022 → 17 Sept 2022

Publication series

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

Conference

Conference	Third International Conference on Environmental Geotechnology, Recycled Waste Materials and Sustainable Engineering, 2022
Abbreviated title	EGRWSE-2022
Country/Territory	Turkey
City	Izmir
Period	15/09/22 → 17/09/22

Bibliographical note

Publisher Copyright:
© The Author(s), under exclusive license to Springer Nature Singapore Pte Ltd 2023.

Keywords

sand-rubber mixtures
Recycled Tyres
Recycled Materials
Laboratory Testing

Access to Document

10.1007/978-981-99-4041-7_16Licence: Unspecified

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Accepted author manuscript, 445 KB

https://link.springer.com/10.1007/978-981-99-4041-7_16

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Cite this

@inproceedings{f6d83dbd72524e419c0ac6a77c1108d3,

title = "Sand Rubber Mixtures: 1D Compressibility Response",

abstract = "The number of scrap tyres is growing all around the world due to increasing number of vehicles on the roads. This creates significant environmental and economic concerns. The usage of recycled and reused scrap tyres in civil and geotechnical engineering projects is an alternative way to help with decreasing number of stockpiled scrap tyres. The tyre derived material is commonly mixed with sand in different proportions and used as an alternative material in engineering projects. This paper presents a series of laboratory experimental work on sand-rubber mixtures under one-dimensional confined compression loading. It is aimed to investigate the response of mixture and the effect of increasing volumetric fraction of rubber on results. Samples were tested with seven different volumetric fractions of rubber ranging from 0 (SR0-pure sand) to 100\% (SR100- pure rubber). The results of conducted laboratory experiments indicate that the one-dimensional response of mixtures change with rubber fraction. Samples with higher rubber fraction indicate higher compressibility and lower stiffness whereas specimen with lower rubber fraction demonstrate higher stiffness and less compressible behaviour which is related to the material properties of rubber particles.",

keywords = "sand-rubber mixtures, Recycled Tyres, Recycled Materials, Laboratory Testing",

author = "Sabriye Ozkan and Erdin Ibraim and Andrea Diambra",

note = "Publisher Copyright: {\textcopyright} The Author(s), under exclusive license to Springer Nature Singapore Pte Ltd 2023.; Third International Conference on Environmental Geotechnology, Recycled Waste Materials and Sustainable Engineering, 2022, EGRWSE-2022 ; Conference date: 15-09-2022 Through 17-09-2022",

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doi = "10.1007/978-981-99-4041-7\_16",

language = "English",

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series = "Lecture Notes in Civil Engineering (LNCE)",

publisher = "Springer, Singapore",

pages = "157--166",

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booktitle = "Sustainable Earth and Beyond",

address = "Singapore",

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Ozkan, S, Ibraim, E & Diambra, A 2023, Sand Rubber Mixtures: 1D Compressibility Response. in Y Yukselen-Aksoy, KR Reddy & AK Agnihotri (eds), Sustainable Earth and Beyond: Proceedings of EGRWSE 2022. vol. 370, Lecture Notes in Civil Engineering (LNCE), Springer, Singapore, pp. 157-166, Third International Conference on Environmental Geotechnology, Recycled Waste Materials and Sustainable Engineering, 2022, Izmir, Turkey, 15/09/22. https://doi.org/10.1007/978-981-99-4041-7_16

Sand Rubber Mixtures: 1D Compressibility Response. / Ozkan, Sabriye; Ibraim, Erdin ; Diambra, Andrea.
Sustainable Earth and Beyond: Proceedings of EGRWSE 2022. ed. / Yeliz Yukselen-Aksoy; Krishna R. Reddy; Arvind Kumar Agnihotri. Vol. 370 Springer, Singapore, 2023. p. 157-166 (Lecture Notes in Civil Engineering (LNCE)).

Research output: Chapter in Book/Report/Conference proceeding › Conference Contribution (Conference Proceeding)

TY - GEN

T1 - Sand Rubber Mixtures

T2 - Third International Conference on Environmental Geotechnology, Recycled Waste Materials and Sustainable Engineering, 2022

AU - Ozkan, Sabriye

AU - Ibraim, Erdin

AU - Diambra, Andrea

PY - 2023/8/1

Y1 - 2023/8/1

N2 - The number of scrap tyres is growing all around the world due to increasing number of vehicles on the roads. This creates significant environmental and economic concerns. The usage of recycled and reused scrap tyres in civil and geotechnical engineering projects is an alternative way to help with decreasing number of stockpiled scrap tyres. The tyre derived material is commonly mixed with sand in different proportions and used as an alternative material in engineering projects. This paper presents a series of laboratory experimental work on sand-rubber mixtures under one-dimensional confined compression loading. It is aimed to investigate the response of mixture and the effect of increasing volumetric fraction of rubber on results. Samples were tested with seven different volumetric fractions of rubber ranging from 0 (SR0-pure sand) to 100% (SR100- pure rubber). The results of conducted laboratory experiments indicate that the one-dimensional response of mixtures change with rubber fraction. Samples with higher rubber fraction indicate higher compressibility and lower stiffness whereas specimen with lower rubber fraction demonstrate higher stiffness and less compressible behaviour which is related to the material properties of rubber particles.

AB - The number of scrap tyres is growing all around the world due to increasing number of vehicles on the roads. This creates significant environmental and economic concerns. The usage of recycled and reused scrap tyres in civil and geotechnical engineering projects is an alternative way to help with decreasing number of stockpiled scrap tyres. The tyre derived material is commonly mixed with sand in different proportions and used as an alternative material in engineering projects. This paper presents a series of laboratory experimental work on sand-rubber mixtures under one-dimensional confined compression loading. It is aimed to investigate the response of mixture and the effect of increasing volumetric fraction of rubber on results. Samples were tested with seven different volumetric fractions of rubber ranging from 0 (SR0-pure sand) to 100% (SR100- pure rubber). The results of conducted laboratory experiments indicate that the one-dimensional response of mixtures change with rubber fraction. Samples with higher rubber fraction indicate higher compressibility and lower stiffness whereas specimen with lower rubber fraction demonstrate higher stiffness and less compressible behaviour which is related to the material properties of rubber particles.

KW - sand-rubber mixtures

KW - Recycled Tyres

KW - Recycled Materials

KW - Laboratory Testing

UR - https://www.issmge.org/events/egrwse-2022

U2 - 10.1007/978-981-99-4041-7_16

DO - 10.1007/978-981-99-4041-7_16

M3 - Conference Contribution (Conference Proceeding)

SN - 9789819940400

VL - 370

T3 - Lecture Notes in Civil Engineering (LNCE)

SP - 157

EP - 166

BT - Sustainable Earth and Beyond

A2 - Yukselen-Aksoy, Yeliz

A2 - Reddy, Krishna R.

A2 - Agnihotri, Arvind Kumar

PB - Springer, Singapore

Y2 - 15 September 2022 through 17 September 2022

ER -

Sand Rubber Mixtures: 1D Compressibility Response

Abstract

Publication series

Conference

Bibliographical note

Keywords

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Mechanical Behaviour of Sand-Rubber Mixtures with Cementation as a Mitigation Option

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Sand Rubber Mixtures: 1D Compressibility Response

Abstract

Publication series

Conference

Bibliographical note

Keywords

Access to Document

Handle.net

Other files and links

Fingerprint

Student theses

Mechanical Behaviour of Sand-Rubber Mixtures with Cementation as a Mitigation Option

Cite this