A practical study to predict uniaxial compressive strength of turkish marbles after freeze thaw test

Mikail Bas¸yigˇit; Hakan Tunçdemir; Ozan Bayram

A practical study to predict uniaxial compressive strength of turkish marbles after freeze thaw test

Mikail Bas¸yigˇit, Hakan Tunçdemir, Ozan Bayram

Department of Mining Engineering

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

2 Citations (Scopus)

Abstract

Natural stones have been used as construction and decoration materials for centuries. They have been used for these purposes because they are both durable and aesthetic. However they are constantly exposed to external influences such as excessive cold and excessive hot due to climatic conditions. For this reason freeze-thaw characteristic of stone is important because it will determine performance of stone during climatic changes. Freeze-thaw test is performed to determine the deteriorations of stones due to freeze-thaw cycling. The amount of strength loss is an important parameter which shows deterioration amount. Freeze-thaw test very reliable to determine strength loss but it is demanding and time consuming. Because of this hardness, predicting the after test strength (strength loss), previous studies were reviewed and a model constructed from 50 different natural stones. Moreover freeze-thaw tests were applied on 6 samples for controlling the model. In addition, 12 different natural stones from previous studies are also held as control group. All samples are from different places of Turkey. A statistical model developed to predict after freeze thaw test uniaxial compressive strength (UCS) values from UCS values. This model is simple and reliable (R² = 0.85) and this model can be functional for predetermination of uniaxial compression strengths of lime stones after freeze-thaw test without testing.

Original language	English
Title of host publication	Proceedings of the World Congress on Mechanical, Chemical, and Material Engineering, MCM 2015
Publisher	Avestia Publishing
ISBN (Print)	9781927877173
Publication status	Published - 2015
Event	Proceedings of the World Congress on Mechanical, Chemical, and Material Engineering, MCM 2015 - Barcelona, Spain Duration: 20 Jul 2015 → 21 Jul 2015

Publication series

Name	Proceedings of the World Congress on Mechanical, Chemical, and Material Engineering
ISSN (Electronic)	2369-8136

Conference

Conference	Proceedings of the World Congress on Mechanical, Chemical, and Material Engineering, MCM 2015
Country/Territory	Spain
City	Barcelona
Period	20/07/15 → 21/07/15

Bibliographical note

Publisher Copyright:
© Avestia Publishing, 2015.

Keywords

Building material
Freeze-thaw test
Natural stone
Statistical model
Uniaxial compression strength

UN SDGs

This output contributes to the following UN Sustainable Development Goals (SDGs)

Cite this

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title = "A practical study to predict uniaxial compressive strength of turkish marbles after freeze thaw test",

abstract = "Natural stones have been used as construction and decoration materials for centuries. They have been used for these purposes because they are both durable and aesthetic. However they are constantly exposed to external influences such as excessive cold and excessive hot due to climatic conditions. For this reason freeze-thaw characteristic of stone is important because it will determine performance of stone during climatic changes. Freeze-thaw test is performed to determine the deteriorations of stones due to freeze-thaw cycling. The amount of strength loss is an important parameter which shows deterioration amount. Freeze-thaw test very reliable to determine strength loss but it is demanding and time consuming. Because of this hardness, predicting the after test strength (strength loss), previous studies were reviewed and a model constructed from 50 different natural stones. Moreover freeze-thaw tests were applied on 6 samples for controlling the model. In addition, 12 different natural stones from previous studies are also held as control group. All samples are from different places of Turkey. A statistical model developed to predict after freeze thaw test uniaxial compressive strength (UCS) values from UCS values. This model is simple and reliable (R2 = 0.85) and this model can be functional for predetermination of uniaxial compression strengths of lime stones after freeze-thaw test without testing.",

keywords = "Building material, Freeze-thaw test, Natural stone, Statistical model, Uniaxial compression strength",

author = "Mikail Bas¸yigˇit and Hakan Tun{\c c}demir and Ozan Bayram",

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Bas¸yigˇit, M, Tunçdemir, H & Bayram, O 2015, A practical study to predict uniaxial compressive strength of turkish marbles after freeze thaw test. in Proceedings of the World Congress on Mechanical, Chemical, and Material Engineering, MCM 2015. Proceedings of the World Congress on Mechanical, Chemical, and Material Engineering, Avestia Publishing, Proceedings of the World Congress on Mechanical, Chemical, and Material Engineering, MCM 2015, Barcelona, Spain, 20/07/15.

A practical study to predict uniaxial compressive strength of turkish marbles after freeze thaw test. / Bas¸yigˇit, Mikail; Tunçdemir, Hakan; Bayram, Ozan.
Proceedings of the World Congress on Mechanical, Chemical, and Material Engineering, MCM 2015. Avestia Publishing, 2015. (Proceedings of the World Congress on Mechanical, Chemical, and Material Engineering).

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

TY - GEN

T1 - A practical study to predict uniaxial compressive strength of turkish marbles after freeze thaw test

AU - Bas¸yigˇit, Mikail

AU - Tunçdemir, Hakan

AU - Bayram, Ozan

PY - 2015

Y1 - 2015

N2 - Natural stones have been used as construction and decoration materials for centuries. They have been used for these purposes because they are both durable and aesthetic. However they are constantly exposed to external influences such as excessive cold and excessive hot due to climatic conditions. For this reason freeze-thaw characteristic of stone is important because it will determine performance of stone during climatic changes. Freeze-thaw test is performed to determine the deteriorations of stones due to freeze-thaw cycling. The amount of strength loss is an important parameter which shows deterioration amount. Freeze-thaw test very reliable to determine strength loss but it is demanding and time consuming. Because of this hardness, predicting the after test strength (strength loss), previous studies were reviewed and a model constructed from 50 different natural stones. Moreover freeze-thaw tests were applied on 6 samples for controlling the model. In addition, 12 different natural stones from previous studies are also held as control group. All samples are from different places of Turkey. A statistical model developed to predict after freeze thaw test uniaxial compressive strength (UCS) values from UCS values. This model is simple and reliable (R2 = 0.85) and this model can be functional for predetermination of uniaxial compression strengths of lime stones after freeze-thaw test without testing.

AB - Natural stones have been used as construction and decoration materials for centuries. They have been used for these purposes because they are both durable and aesthetic. However they are constantly exposed to external influences such as excessive cold and excessive hot due to climatic conditions. For this reason freeze-thaw characteristic of stone is important because it will determine performance of stone during climatic changes. Freeze-thaw test is performed to determine the deteriorations of stones due to freeze-thaw cycling. The amount of strength loss is an important parameter which shows deterioration amount. Freeze-thaw test very reliable to determine strength loss but it is demanding and time consuming. Because of this hardness, predicting the after test strength (strength loss), previous studies were reviewed and a model constructed from 50 different natural stones. Moreover freeze-thaw tests were applied on 6 samples for controlling the model. In addition, 12 different natural stones from previous studies are also held as control group. All samples are from different places of Turkey. A statistical model developed to predict after freeze thaw test uniaxial compressive strength (UCS) values from UCS values. This model is simple and reliable (R2 = 0.85) and this model can be functional for predetermination of uniaxial compression strengths of lime stones after freeze-thaw test without testing.

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M3 - Conference contribution

AN - SCOPUS:85045011685

SN - 9781927877173

T3 - Proceedings of the World Congress on Mechanical, Chemical, and Material Engineering

BT - Proceedings of the World Congress on Mechanical, Chemical, and Material Engineering, MCM 2015

PB - Avestia Publishing

T2 - Proceedings of the World Congress on Mechanical, Chemical, and Material Engineering, MCM 2015

Y2 - 20 July 2015 through 21 July 2015

ER -

A practical study to predict uniaxial compressive strength of turkish marbles after freeze thaw test

Abstract

Publication series

Conference

Bibliographical note

Keywords

UN SDGs

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