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Investigation into engineering parameters of marls from Seydoon dam in Iran

Sohrab Salehin

The quality of designed structures embedded in rocks is strongly related to rock strength parameters of intact rock. Measuring different parameters from tests could be very expensive in designing phase of projects. Estimating some parameters from other ones can reduce costs and time of project procedure. In this paper, the relationships between static and dynamic parameters of marls are studied by using the single and multiple linear regressions. For this purpose, several marl core samples from Seydoon region, Khoozestan Province in Iran are collected and tested. Some equations with sufficient correlation have been obtained to predict the engineering parameters of marls, especially the uniaxial compressive strength (UCS).

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Investigation into engineering parameters of marls from Seydoon dam in Iran

Sohrab Salehin

The quality of designed structures embedded in rocks is strongly related to rock strength parameters of intact rock. Measuring different parameters from tests could be very expensive in designing phase of projects. Estimating some parameters from other ones can reduce costs and time of project procedure. In this paper, the relationships between static and dynamic parameters of marls are studied by using the single and multiple linear regressions. For this purpose, several marl core samples from Seydoon region, Khoozestan Province in Iran are collected and tested. Some equations with sufficient correlation have been obtained to predict the engineering parameters of marls, especially the uniaxial compressive strength (UCS).

Investigation into engineering parameters of marls from Seydoon dam in Iran

Sohrab Salehin

The quality of designed structures embedded in rocks is strongly related to rock strength parameters of intact rock. Measuring different parameters from tests could be very expensive in designing phase of projects. Estimating some parameters from other ones can reduce costs and time of project procedure. In this paper, the relationships between static and dynamic parameters of marls are studied by using the single and multiple linear regressions. For this purpose, several marl core samples from Seydoon region, Khoozestan Province in Iran are collected and tested. Some equations with sufficient correlation have been obtained to predict the engineering parameters of marls, especially the uniaxial compressive strength (UCS).

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Title:

Investigation into engineering parameters of marls from Seydoon dam in Iran

Contributors:

Sohrab Salehin (author)

Published in:

Journal of Rock Mechanics and Geotechnical Engineering, Vol 9, Iss 5, Pp 912-923 (2017)

Publication date:

2017

ISSN:

DOI:

https://doi.org/10.1016/j.jrmge.2017.05.002

Type of media:

Article (Journal)

Type of material:

Electronic Resource

Language:

Unknown

Keywords:

Marls , Strength parameters , Uniaxial compressive strength (UCS) , Sonic wave velocity , Brazilian tensile strength , Triaxial test , Point load test , Index properties , Engineering geology. Rock mechanics. Soil mechanics. Underground construction , TA703-712

Metadata by DOAJ is licensed under CC BY-SA 1.0

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