Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/72995
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dc.contributor.authorLim, Kan Xuan
dc.date.accessioned2017-12-18T08:31:41Z
dc.date.available2017-12-18T08:31:41Z
dc.date.issued2017
dc.identifier.urihttp://hdl.handle.net/10356/72995
dc.description.abstractIn current context, most of the civil and mining engineering projects use grouting as an aid for gound improvement. As such, when considering in grouting operations, the groutability and grout penetration depth are important issues to be looked at. Various parameters such as joint system, geomechanical characteristics, grout properties and technical factors such as grouting pressure affect the groutability and grout penetration depth in a jointed rock mass. In order to give a better prediction of grouting results, having sufficient knowledge of the effect of these parameters are important. In this study the effect of important parameters on grouting process in a jointed rock mass of Jurong Rock Cavern.are studied The analyses will focus on two key parameters which are Q-values and RMR values. Results can be used as a guide for grouting analysis in future similar underground tunnelling projects. With the numerical data gathered from Jurong Rock Cavern, the author aims to identify relationship between the grouting volume used with the rock parameters.en_US
dc.format.extent42 p.en_US
dc.language.isoenen_US
dc.rightsNanyang Technological University
dc.subjectDRNTU::Engineering::Civil engineeringen_US
dc.titleGrouting in rock cavern : a case studyen_US
dc.typeFinal Year Project (FYP)en_US
dc.contributor.supervisorZhao Zhiyeen_US
dc.contributor.schoolSchool of Civil and Environmental Engineeringen_US
dc.description.degreeBachelor of Engineering (Civil)en_US
dc.contributor.organizationJTC Corporationen_US
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Appears in Collections:CEE Student Reports (FYP/IA/PA/PI)
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