Assessment parameters of rock masses for excavation in relation to moisture content

The influence of moisture content on weathered rock arise frequent issues to the excavation works. A systematic approach of field and laboratory assessments were structured with geological data collection and excavation trial at two sites which Bentong site consist of sandstone and shale while Ulu K...

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Main Authors: Ahmad Legiman, Mariatul Kiftiah, Mohamad, Edy Tonnizam, Eka Kusmawati, Eka Kusmawati, Rathinasamy, Vynotdni, Zainal, Zuraini, Zainuddin, Nurul Eilmy, Ismail, Zulkifli
Format: Conference or Workshop Item
Published: 2022
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Online Access:http://eprints.utm.my/id/eprint/98544/
http://dx.doi.org/10.1007/978-981-16-9770-8_54
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spelling my.utm.985442023-01-12T09:07:28Z http://eprints.utm.my/id/eprint/98544/ Assessment parameters of rock masses for excavation in relation to moisture content Ahmad Legiman, Mariatul Kiftiah Mohamad, Edy Tonnizam Eka Kusmawati, Eka Kusmawati Rathinasamy, Vynotdni Zainal, Zuraini Zainuddin, Nurul Eilmy Ismail, Zulkifli TA Engineering (General). Civil engineering (General) The influence of moisture content on weathered rock arise frequent issues to the excavation works. A systematic approach of field and laboratory assessments were structured with geological data collection and excavation trial at two sites which Bentong site consist of sandstone and shale while Ulu Kinta site is characterized by granite to propose suitable assessment parameters of rock mass for excavation in relation to moisture content. Field study includes geological mapping and discontinuity survey in order to characterize the weathering state. Thirty-six trial tests were carried out during sunny days and after rainy days. Fourteen trials on sandstone and shale respectively and eight for granite. From field study, joint spacing are 0.1–2 m with maximum of four joint sets. Block size shows decreasing trend ranges from 1–0.1 m3 is slightly weathered to completely weathered rock mass. The result showed that block size more than 0.6 m3 could not be excavated. When involves block size ranges from 0.15–0.5 m3, the productivity less than 15 m3/h for all type of rock for slightly weathered rock mass. In highly weathered, block size ranges from 0.1–0.8 m3, productivity increase between 10–45 m3/h. Block size ranges 0.1–0.8 m3 does not influenced much on the productivity of completely weathered resulting 25–50 m3/h. It was found that increment of moisture content help to increase the productivity when the block size measured less than 0.3 m3 for all types of rocks. The productivity increased by 20–50% when excavated after heavy rain on moderately and highly weathered sandstone and shale. This study prove that moisture content could affects the excavation performance significantly on highly weathered rock mass. The effects are minimal on slightly, moderately and completely weathered rock mass. The block size does not become important factor in controlling the excavation performance in the completely and slightly weathered rock. 2022 Conference or Workshop Item PeerReviewed Ahmad Legiman, Mariatul Kiftiah and Mohamad, Edy Tonnizam and Eka Kusmawati, Eka Kusmawati and Rathinasamy, Vynotdni and Zainal, Zuraini and Zainuddin, Nurul Eilmy and Ismail, Zulkifli (2022) Assessment parameters of rock masses for excavation in relation to moisture content. In: International Conference on Geotechnical challenges in Mining, Tunneling and Underground structures, ICGMTU 2021, 20 - 21 December 2021, Virtual, Online. http://dx.doi.org/10.1007/978-981-16-9770-8_54
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)
Ahmad Legiman, Mariatul Kiftiah
Mohamad, Edy Tonnizam
Eka Kusmawati, Eka Kusmawati
Rathinasamy, Vynotdni
Zainal, Zuraini
Zainuddin, Nurul Eilmy
Ismail, Zulkifli
Assessment parameters of rock masses for excavation in relation to moisture content
description The influence of moisture content on weathered rock arise frequent issues to the excavation works. A systematic approach of field and laboratory assessments were structured with geological data collection and excavation trial at two sites which Bentong site consist of sandstone and shale while Ulu Kinta site is characterized by granite to propose suitable assessment parameters of rock mass for excavation in relation to moisture content. Field study includes geological mapping and discontinuity survey in order to characterize the weathering state. Thirty-six trial tests were carried out during sunny days and after rainy days. Fourteen trials on sandstone and shale respectively and eight for granite. From field study, joint spacing are 0.1–2 m with maximum of four joint sets. Block size shows decreasing trend ranges from 1–0.1 m3 is slightly weathered to completely weathered rock mass. The result showed that block size more than 0.6 m3 could not be excavated. When involves block size ranges from 0.15–0.5 m3, the productivity less than 15 m3/h for all type of rock for slightly weathered rock mass. In highly weathered, block size ranges from 0.1–0.8 m3, productivity increase between 10–45 m3/h. Block size ranges 0.1–0.8 m3 does not influenced much on the productivity of completely weathered resulting 25–50 m3/h. It was found that increment of moisture content help to increase the productivity when the block size measured less than 0.3 m3 for all types of rocks. The productivity increased by 20–50% when excavated after heavy rain on moderately and highly weathered sandstone and shale. This study prove that moisture content could affects the excavation performance significantly on highly weathered rock mass. The effects are minimal on slightly, moderately and completely weathered rock mass. The block size does not become important factor in controlling the excavation performance in the completely and slightly weathered rock.
format Conference or Workshop Item
author Ahmad Legiman, Mariatul Kiftiah
Mohamad, Edy Tonnizam
Eka Kusmawati, Eka Kusmawati
Rathinasamy, Vynotdni
Zainal, Zuraini
Zainuddin, Nurul Eilmy
Ismail, Zulkifli
author_facet Ahmad Legiman, Mariatul Kiftiah
Mohamad, Edy Tonnizam
Eka Kusmawati, Eka Kusmawati
Rathinasamy, Vynotdni
Zainal, Zuraini
Zainuddin, Nurul Eilmy
Ismail, Zulkifli
author_sort Ahmad Legiman, Mariatul Kiftiah
title Assessment parameters of rock masses for excavation in relation to moisture content
title_short Assessment parameters of rock masses for excavation in relation to moisture content
title_full Assessment parameters of rock masses for excavation in relation to moisture content
title_fullStr Assessment parameters of rock masses for excavation in relation to moisture content
title_full_unstemmed Assessment parameters of rock masses for excavation in relation to moisture content
title_sort assessment parameters of rock masses for excavation in relation to moisture content
publishDate 2022
url http://eprints.utm.my/id/eprint/98544/
http://dx.doi.org/10.1007/978-981-16-9770-8_54
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score 13.160551