Rock mass classifications and supports for cavern analysis

There has been an increasing rush to find more space in Singapore due to rising populations, urbanization, industrial and recreational usage. Having extensive use for land reclamation and high-rise building construction, more efficient land space alternates are highly sought after. Underground space...

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Bibliographic Details
Main Author: Ng, Ignatius Jun Yong
Other Authors: Zhao Zhiye
Format: Final Year Project (FYP)
Language:English
Published: 2017
Subjects:
Online Access:http://hdl.handle.net/10356/70734
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author Ng, Ignatius Jun Yong
author2 Zhao Zhiye
author_facet Zhao Zhiye
Ng, Ignatius Jun Yong
author_sort Ng, Ignatius Jun Yong
collection NTU
description There has been an increasing rush to find more space in Singapore due to rising populations, urbanization, industrial and recreational usage. Having extensive use for land reclamation and high-rise building construction, more efficient land space alternates are highly sought after. Underground space creation is fairly new and not thoroughly explored upon. After the first success of phase 1 construction for Jurong Rock Cavern (JRC), Singapore wants to do more than just constructing a storage facility but further upon creating recreational and living space under the ground. There have been in depth studies on underground rock conditions and rock mass classification and support systems like Rock Mass Rating or Q-value to understand rock types and rock responses. The methods are able to classify types of rock by looking at the compressive strengths of the materials, discontinuities orientation and spacing, water table, joint roughness, rock quality and others. These in turn generate recommended support systems in line with the different proposed properties for each type of rock. However, this guideline although is highly recommended, is not a standard procedure. Therefore, working side by side with Hyundai, there will be more inductive study on existing underground rock support categories and classifications under passive or active loads in varying conditions for caverns similar to JRC specifically. The support categories will be tested in their reliability and rectifications can be made for better understanding which supports and cavern dimensions improve the overall structure integrity of the cavern. A set of dimensions and Q-values similar to JRC are chosen, following the ratio of span to height of 1:1.35. They were plotted into a geotechnical and civil engineering software called RocScience to see the relationship and reaction of Q-value against the yielded elements and total displacements. From this, the data can thus help to achieve a more optimal support system to carry out better, faster and safer construction methods for future underground tunnels or caverns.
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spelling ntu-10356/707342023-03-03T17:08:47Z Rock mass classifications and supports for cavern analysis Ng, Ignatius Jun Yong Zhao Zhiye School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering There has been an increasing rush to find more space in Singapore due to rising populations, urbanization, industrial and recreational usage. Having extensive use for land reclamation and high-rise building construction, more efficient land space alternates are highly sought after. Underground space creation is fairly new and not thoroughly explored upon. After the first success of phase 1 construction for Jurong Rock Cavern (JRC), Singapore wants to do more than just constructing a storage facility but further upon creating recreational and living space under the ground. There have been in depth studies on underground rock conditions and rock mass classification and support systems like Rock Mass Rating or Q-value to understand rock types and rock responses. The methods are able to classify types of rock by looking at the compressive strengths of the materials, discontinuities orientation and spacing, water table, joint roughness, rock quality and others. These in turn generate recommended support systems in line with the different proposed properties for each type of rock. However, this guideline although is highly recommended, is not a standard procedure. Therefore, working side by side with Hyundai, there will be more inductive study on existing underground rock support categories and classifications under passive or active loads in varying conditions for caverns similar to JRC specifically. The support categories will be tested in their reliability and rectifications can be made for better understanding which supports and cavern dimensions improve the overall structure integrity of the cavern. A set of dimensions and Q-values similar to JRC are chosen, following the ratio of span to height of 1:1.35. They were plotted into a geotechnical and civil engineering software called RocScience to see the relationship and reaction of Q-value against the yielded elements and total displacements. From this, the data can thus help to achieve a more optimal support system to carry out better, faster and safer construction methods for future underground tunnels or caverns. Bachelor of Engineering (Civil) 2017-05-09T08:38:16Z 2017-05-09T08:38:16Z 2017 Final Year Project (FYP) http://hdl.handle.net/10356/70734 en Nanyang Technological University 76 p. application/pdf
spellingShingle DRNTU::Engineering::Civil engineering
Ng, Ignatius Jun Yong
Rock mass classifications and supports for cavern analysis
title Rock mass classifications and supports for cavern analysis
title_full Rock mass classifications and supports for cavern analysis
title_fullStr Rock mass classifications and supports for cavern analysis
title_full_unstemmed Rock mass classifications and supports for cavern analysis
title_short Rock mass classifications and supports for cavern analysis
title_sort rock mass classifications and supports for cavern analysis
topic DRNTU::Engineering::Civil engineering
url http://hdl.handle.net/10356/70734
work_keys_str_mv AT ngignatiusjunyong rockmassclassificationsandsupportsforcavernanalysis