A study on rock mass classifications and tunnel support systems in unconsolidated sedimentary rock

Junyoung Ko, Sangseom Jeong

Research output: Contribution to journalArticle

Abstract

This paper presents new valuable field data and a comprehensive approach to the determination of the rock mass classification and tunnel support systems for tunnels in unconsolidated sedimentary rocks as a special soil condition. The main objective of this study is to investigate and present the characteristics of the unconsolidated sedimentary rock by using the point load tests and slake durability tests. In addition, the appropriate rock mass classification and tunnel support system for the unconsolidated sedimentary rock tunnel are proposed, based on the results of experimental tests. The proposed rock mass classification and tunnel support system are validated through comparison against results from measuring the convergence of a tunnel under the construction. The proposed tunnel support system is appropriate for the unconsolidated sedimentary rocks, since the convergence factors, such as the maximum displacement and velocity of displacement, satisfy the criteria.

Original languageEnglish
Article number573
JournalSustainability (Switzerland)
Volume9
Issue number4
DOIs
Publication statusPublished - 2017 Apr 9

Fingerprint

rock mass classification
Sedimentary rocks
sedimentary rock
Tunnels
tunnel
Rocks
durability
Loads (forces)
Durability
Soils

All Science Journal Classification (ASJC) codes

  • Geography, Planning and Development
  • Renewable Energy, Sustainability and the Environment
  • Management, Monitoring, Policy and Law

Cite this

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A study on rock mass classifications and tunnel support systems in unconsolidated sedimentary rock. / Ko, Junyoung; Jeong, Sangseom.

In: Sustainability (Switzerland), Vol. 9, No. 4, 573, 09.04.2017.

Research output: Contribution to journalArticle

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