Behavior of electrical resistivity in sandy clay loam soil with respect to its strength parameters

Precise determination of engineering properties of soil is important for the proper design of any geotechnical structure. In general, the most common parameters used in computing strength of soil as currently being practiced are the cohesion (c), internal angle of friction, (F), and standard penetra...

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Main Authors: Osman, S.B.S., Jusoh, H., Abdul, H.
Format: Article
Institution: Universiti Teknologi Petronas
Record Id / ISBN-0: utp-eprints.25822 /
Published: Asian Research Publishing Network 2016
Online Access: https://www.scopus.com/inward/record.uri?eid=2-s2.0-84965033860&partnerID=40&md5=924504b4fd9d061bc054cbb2216d9b27
http://eprints.utp.edu.my/25822/
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spelling utp-eprints.258222021-08-27T13:06:41Z Behavior of electrical resistivity in sandy clay loam soil with respect to its strength parameters Osman, S.B.S. Jusoh, H. Abdul, H. Precise determination of engineering properties of soil is important for the proper design of any geotechnical structure. In general, the most common parameters used in computing strength of soil as currently being practiced are the cohesion (c), internal angle of friction, (F), and standard penetration test (SPT-N) values. These parameters are normally obtained from actual soil boring and extraction of samples which are then brought to the laboratory for the appropriate testing. However, bore hole drilling and sampling method is in general time consuming and very expensive and so this paper presents the results of an ongoing research on correlations of electrical resistivity with strength properties of soil with the long term objective of partially replacing soil boring with geophysical methods. Soil drilling, 1D field electrical resistivity (VES) and seismic survey and laboratory tests results were together analyzed to look into the behavior or correlations between electrical resistivity against various strength parameters. From the data obtained, the soil could be generally classified as sandy clay loam and results show that for this particular soil type, an increase in electrical resistivity produces higher angle of friction and lower cohesion with regression values of R2 = 0.5586 and R2 = 0.4693 respectively, while correlation between electrical resistivity and SPT-N depicts a polynomial curve having both increasing and downward with a regression value of R2 = 0.8399. © 2006-2016 Asian Research Publishing Network (ARPN). Asian Research Publishing Network 2016 Article NonPeerReviewed https://www.scopus.com/inward/record.uri?eid=2-s2.0-84965033860&partnerID=40&md5=924504b4fd9d061bc054cbb2216d9b27 Osman, S.B.S. and Jusoh, H. and Abdul, H. (2016) Behavior of electrical resistivity in sandy clay loam soil with respect to its strength parameters. ARPN Journal of Engineering and Applied Sciences, 11 (8). pp. 5433-5438. http://eprints.utp.edu.my/25822/
institution Universiti Teknologi Petronas
collection UTP Institutional Repository
description Precise determination of engineering properties of soil is important for the proper design of any geotechnical structure. In general, the most common parameters used in computing strength of soil as currently being practiced are the cohesion (c), internal angle of friction, (F), and standard penetration test (SPT-N) values. These parameters are normally obtained from actual soil boring and extraction of samples which are then brought to the laboratory for the appropriate testing. However, bore hole drilling and sampling method is in general time consuming and very expensive and so this paper presents the results of an ongoing research on correlations of electrical resistivity with strength properties of soil with the long term objective of partially replacing soil boring with geophysical methods. Soil drilling, 1D field electrical resistivity (VES) and seismic survey and laboratory tests results were together analyzed to look into the behavior or correlations between electrical resistivity against various strength parameters. From the data obtained, the soil could be generally classified as sandy clay loam and results show that for this particular soil type, an increase in electrical resistivity produces higher angle of friction and lower cohesion with regression values of R2 = 0.5586 and R2 = 0.4693 respectively, while correlation between electrical resistivity and SPT-N depicts a polynomial curve having both increasing and downward with a regression value of R2 = 0.8399. © 2006-2016 Asian Research Publishing Network (ARPN).
format Article
author Osman, S.B.S.
Jusoh, H.
Abdul, H.
spellingShingle Osman, S.B.S.
Jusoh, H.
Abdul, H.
Behavior of electrical resistivity in sandy clay loam soil with respect to its strength parameters
author_sort Osman, S.B.S.
title Behavior of electrical resistivity in sandy clay loam soil with respect to its strength parameters
title_short Behavior of electrical resistivity in sandy clay loam soil with respect to its strength parameters
title_full Behavior of electrical resistivity in sandy clay loam soil with respect to its strength parameters
title_fullStr Behavior of electrical resistivity in sandy clay loam soil with respect to its strength parameters
title_full_unstemmed Behavior of electrical resistivity in sandy clay loam soil with respect to its strength parameters
title_sort behavior of electrical resistivity in sandy clay loam soil with respect to its strength parameters
publisher Asian Research Publishing Network
publishDate 2016
url https://www.scopus.com/inward/record.uri?eid=2-s2.0-84965033860&partnerID=40&md5=924504b4fd9d061bc054cbb2216d9b27
http://eprints.utp.edu.my/25822/
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score 11.62408