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Stress Path Behaviour and Friction Angle Transition Due to the Cyclic Loading Effects

In various aspects, peat soil is different from mineral soil. Peat is a biogenic deposit that emerged within the last 10,000 years, during the post-glacial (Holocene) era. Peat is a soft soil that is unable to support external loads without experiencing significant deformations. Tyre pressure from...

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Main Authors: Mohamad, Habib Musa, Zainorabidin, Adnan, Amaludin, Adriana Erica
Format: Article
Language:English
Published: CEJ 2023
Subjects:
T Technology (General)
Online Access:http://eprints.uthm.edu.my/11493/1/J16001_32726f8e09b67b8fcc2a1bb11307d547.pdf
http://eprints.uthm.edu.my/11493/
http://dx.doi.org/10.28991/CEJ-2023-09-04-010
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spelling my.uthm.eprints.114932024-08-01T03:03:06Z http://eprints.uthm.edu.my/11493/ Stress Path Behaviour and Friction Angle Transition Due to the Cyclic Loading Effects Mohamad, Habib Musa Zainorabidin, Adnan Amaludin, Adriana Erica T Technology (General) In various aspects, peat soil is different from mineral soil. Peat is a biogenic deposit that emerged within the last 10,000 years, during the post-glacial (Holocene) era. Peat is a soft soil that is unable to support external loads without experiencing significant deformations. Tyre pressure from automobiles and/or aeroplane wheels on paved surfaces creates traffic load, which can manifest as static or dynamic types of loading. To resolve the problem with peat soils, a thorough understanding of the static and dynamic behaviour of peat is still required. Many people who live near regularly used highways feel traffic vibration, and it is important to comprehend the nature of this issue to make predictions about potential solutions to this problem. As such, this study aims to investigate the cohesion (c) and friction angle (φ) properties of peat soil after it has been subjected to cyclic stress. Monotonic triaxial tests are conducted to ascertain the initial shear strength characteristics of the soil. Cyclic triaxial tests are performed with half of their maximum deviator stress to simulate the behaviour of peat soil under various effective stresses and frequencies of loading that are applied with 100 number of cycles. After applying various numbers of cycles of dynamic loading, the post-cyclic monotonic shear strengths were subsequently evaluated. It has been noted that irregular behaviour tends to occur more frequently at higher frequencies, particularly between 2 and 3 Hz. With higher frequencies being applied, the reduction in cohesion and friction angle becomes more evident. CEJ 2023 Article PeerReviewed text en http://eprints.uthm.edu.my/11493/1/J16001_32726f8e09b67b8fcc2a1bb11307d547.pdf Mohamad, Habib Musa and Zainorabidin, Adnan and Amaludin, Adriana Erica (2023) Stress Path Behaviour and Friction Angle Transition Due to the Cyclic Loading Effects. Civil Engineering Journal, 9 (4). pp. 895-905. ISSN 2476-3055 http://dx.doi.org/10.28991/CEJ-2023-09-04-010
institution Universiti Tun Hussein Onn Malaysia
building UTHM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Tun Hussein Onn Malaysia
content_source UTHM Institutional Repository
url_provider http://eprints.uthm.edu.my/
language English
topic T Technology (General)
spellingShingle T Technology (General)
Mohamad, Habib Musa
Zainorabidin, Adnan
Amaludin, Adriana Erica
Stress Path Behaviour and Friction Angle Transition Due to the Cyclic Loading Effects
description In various aspects, peat soil is different from mineral soil. Peat is a biogenic deposit that emerged within the last 10,000 years, during the post-glacial (Holocene) era. Peat is a soft soil that is unable to support external loads without experiencing significant deformations. Tyre pressure from automobiles and/or aeroplane wheels on paved surfaces creates traffic load, which can manifest as static or dynamic types of loading. To resolve the problem with peat soils, a thorough understanding of the static and dynamic behaviour of peat is still required. Many people who live near regularly used highways feel traffic vibration, and it is important to comprehend the nature of this issue to make predictions about potential solutions to this problem. As such, this study aims to investigate the cohesion (c) and friction angle (φ) properties of peat soil after it has been subjected to cyclic stress. Monotonic triaxial tests are conducted to ascertain the initial shear strength characteristics of the soil. Cyclic triaxial tests are performed with half of their maximum deviator stress to simulate the behaviour of peat soil under various effective stresses and frequencies of loading that are applied with 100 number of cycles. After applying various numbers of cycles of dynamic loading, the post-cyclic monotonic shear strengths were subsequently evaluated. It has been noted that irregular behaviour tends to occur more frequently at higher frequencies, particularly between 2 and 3 Hz. With higher frequencies being applied, the reduction in cohesion and friction angle becomes more evident.
format Article
author Mohamad, Habib Musa
Zainorabidin, Adnan
Amaludin, Adriana Erica
author_facet Mohamad, Habib Musa
Zainorabidin, Adnan
Amaludin, Adriana Erica
author_sort Mohamad, Habib Musa
title Stress Path Behaviour and Friction Angle Transition Due to the Cyclic Loading Effects
title_short Stress Path Behaviour and Friction Angle Transition Due to the Cyclic Loading Effects
title_full Stress Path Behaviour and Friction Angle Transition Due to the Cyclic Loading Effects
title_fullStr Stress Path Behaviour and Friction Angle Transition Due to the Cyclic Loading Effects
title_full_unstemmed Stress Path Behaviour and Friction Angle Transition Due to the Cyclic Loading Effects
title_sort stress path behaviour and friction angle transition due to the cyclic loading effects
publisher CEJ
publishDate 2023
url http://eprints.uthm.edu.my/11493/1/J16001_32726f8e09b67b8fcc2a1bb11307d547.pdf
http://eprints.uthm.edu.my/11493/
http://dx.doi.org/10.28991/CEJ-2023-09-04-010
_version_ 1806690935625482240
score 13.211869

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