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Assessment of disturbance impact of hydraulic jacked-in pile penetration in artificial clayey soil

The jacked-in pile method provides a substitute procedure that permits the installation of pre-formed piles with negligible vibration in a noiseless manner, thereby reducing noise impacts in marine and urban environments. This research was carried out by using a small-scale physical modelling approa...

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Main Authors: Lwti, Nabeel Katfan, A. Rashid, Ahmad Safuan, Tamuri, Abd. Rahman, Ganiyu, Abideen Adekunle, Horpibulsuk, Suksun, Kalatehjari, Roohollah
Format: Article
Published: Taylor and Francis Ltd. 2021
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access:http://eprints.utm.my/id/eprint/92587/
http://dx.doi.org/10.1080/1064119X.2020.1725936
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spelling my.utm.925872021-10-28T10:18:18Z http://eprints.utm.my/id/eprint/92587/ Assessment of disturbance impact of hydraulic jacked-in pile penetration in artificial clayey soil Lwti, Nabeel Katfan A. Rashid, Ahmad Safuan Tamuri, Abd. Rahman Ganiyu, Abideen Adekunle Horpibulsuk, Suksun Kalatehjari, Roohollah TA Engineering (General). Civil engineering (General) The jacked-in pile method provides a substitute procedure that permits the installation of pre-formed piles with negligible vibration in a noiseless manner, thereby reducing noise impacts in marine and urban environments. This research was carried out by using a small-scale physical modelling approach to examine the movement of soil during pile installation. The model soil was formulated from a mix of amorphous silica and mineral oils; the resulting mixture was subjected to consolidation in a transparent chamber. The model pile was driven vertically down the mid-point of the soil model at different vertical speeds using a strain control device. The array of soil displacement dispersal was obtained by utilising the close-range photogrammetry and particle image velocimetry techniques. The deformation of soil during pile installation was found to decrease with progressive increase of the penetration rate. This result can be employed in the assessment of the disturbance effects of pile installation on underground services and archaeological relics beneath the ground in both urban and marine environments. Taylor and Francis Ltd. 2021 Article PeerReviewed Lwti, Nabeel Katfan and A. Rashid, Ahmad Safuan and Tamuri, Abd. Rahman and Ganiyu, Abideen Adekunle and Horpibulsuk, Suksun and Kalatehjari, Roohollah (2021) Assessment of disturbance impact of hydraulic jacked-in pile penetration in artificial clayey soil. Marine Georesources and Geotechnology, 39 (5). pp. 631-637. ISSN 1064-119X http://dx.doi.org/10.1080/1064119X.2020.1725936 DOI:10.1080/1064119X.2020.1725936
institution Universiti Teknologi Malaysia
building UTM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Malaysia
content_source UTM Institutional Repository
url_provider http://eprints.utm.my/
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Lwti, Nabeel Katfan
A. Rashid, Ahmad Safuan
Tamuri, Abd. Rahman
Ganiyu, Abideen Adekunle
Horpibulsuk, Suksun
Kalatehjari, Roohollah
Assessment of disturbance impact of hydraulic jacked-in pile penetration in artificial clayey soil
description The jacked-in pile method provides a substitute procedure that permits the installation of pre-formed piles with negligible vibration in a noiseless manner, thereby reducing noise impacts in marine and urban environments. This research was carried out by using a small-scale physical modelling approach to examine the movement of soil during pile installation. The model soil was formulated from a mix of amorphous silica and mineral oils; the resulting mixture was subjected to consolidation in a transparent chamber. The model pile was driven vertically down the mid-point of the soil model at different vertical speeds using a strain control device. The array of soil displacement dispersal was obtained by utilising the close-range photogrammetry and particle image velocimetry techniques. The deformation of soil during pile installation was found to decrease with progressive increase of the penetration rate. This result can be employed in the assessment of the disturbance effects of pile installation on underground services and archaeological relics beneath the ground in both urban and marine environments.
format Article
author Lwti, Nabeel Katfan
A. Rashid, Ahmad Safuan
Tamuri, Abd. Rahman
Ganiyu, Abideen Adekunle
Horpibulsuk, Suksun
Kalatehjari, Roohollah
author_facet Lwti, Nabeel Katfan
A. Rashid, Ahmad Safuan
Tamuri, Abd. Rahman
Ganiyu, Abideen Adekunle
Horpibulsuk, Suksun
Kalatehjari, Roohollah
author_sort Lwti, Nabeel Katfan
title Assessment of disturbance impact of hydraulic jacked-in pile penetration in artificial clayey soil
title_short Assessment of disturbance impact of hydraulic jacked-in pile penetration in artificial clayey soil
title_full Assessment of disturbance impact of hydraulic jacked-in pile penetration in artificial clayey soil
title_fullStr Assessment of disturbance impact of hydraulic jacked-in pile penetration in artificial clayey soil
title_full_unstemmed Assessment of disturbance impact of hydraulic jacked-in pile penetration in artificial clayey soil
title_sort assessment of disturbance impact of hydraulic jacked-in pile penetration in artificial clayey soil
publisher Taylor and Francis Ltd.
publishDate 2021
url http://eprints.utm.my/id/eprint/92587/
http://dx.doi.org/10.1080/1064119X.2020.1725936
_version_ 1715189659985772544
score 13.211869

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