CHALLENGES IN DESIGN AND CONSTRUCTION OF DEEP EXCAVATION FOR KVMRT IN KUALA LUMPUR LIMESTONE FORMATION

Authors

  • Yean-Chin Tan G&P Geotechnics Sdn Bhd, Kuala Lumpur Malaysia (www.gnpgroup.com.my)
  • Chee-Meng Chow G&P Geotechnics Sdn Bhd, Kuala Lumpur Malaysia (www.gnpgroup.com.my)
  • Kuan-Seng Koo G&P Geotechnics Sdn Bhd, Kuala Lumpur Malaysia (www.gnpgroup.com.my)
  • Ramli Nazir Faculty of Civil Engineering, Universiti Teknologi Malaysia, Johor Bahru, Malaysia

DOI:

https://doi.org/10.11113/jt.v78.9629

Keywords:

Mass Rapid Transit (MRT), deep excavation, limestone

Abstract

The Klang Valley Mass Rapid Transit (KVMRT) Sungai Buloh - Kajang Line project is the first Mass Rapid Transit (MRT) project in Malaysia. The  KVMRT  Project  when completed  will  cover  a  distance  of  51km  and  comprises  of  31 passenger  stations.  This paper covers the challenges in design and construction of deep excavation works for three underground stations, namely Tun Razak Exchange (TRX) station, Cochrane Station and Maluri Station, as well as one portal (South Portal) all located in Kuala Lumpur limestone formation. The Kuala Lumpur Limestone formation exhibits notorious karstic features with irregular bedrock profiles, variable weathering condition, cavities and slime zones. This paper presents the design principles of temporary earth retaining system together with vertical rock excavation to the final depth of the station in karstic limestone formation. The unique experience (design and construction) gained from this project will be a useful reference for similar excavation works, especially in karstic limestone formation

References

Irvine, D. J., and Smith, R. J. 1992. Trenching Practice. CIRIA Report 97.

Puller, M. 1996. Deep Excavations: A Practical Manual (1st Edition). Thomas Telford, London.

Moh, Z. C., and Hwang, R. N. 2007. Lessons Learned from Recent MRT Construction Failures in Asia Pacific (Opening Keynote Address). Proc. 16th SEAGC. Subang Jaya, Malaysia.

Tan, Y. C., and Chow, C. M. 2008. Design of Retaining Wall and Support Systems for Deep Basement Construction – A Malaysian Experience. Seminar on Excavation and Retaining Walls by IEM-HKIE. Petaling Jaya, Malaysia.

Atkinson, J. H. 2000. Non-Linear Soil Stiffness in Routine Design (40th Rankine Lecture). Geotechnique. 50(5): 487-508.

Tatsuoka, F., Shibuya, S., and Kuwana, R. 2001. Recent Advances in Stress-Strain Testing of Geomaterials in the Laboratory. Advanced Laboratory Stress-Strain Testing of Geomaterials (Tatsuoka et al. eds.). Balkema:1-12.

Burland, J. B. 1989. Small is Beautiful – The Stiffness of Soils at Small Strains. Ninth Laurits Bjerrum memorial lecture. Canadian Geotechnical Journal. 26: 499-516.

Lo Presti, D. C. F., Jamiolkowski, M., Pallara, O., and Cavallaro, A. 2000. Rate and Creep Effect on the Stiffness of Soils (Sheahan, T.C. & Kaliakin, V.N. eds.). Measuring and Modeling Time Dependent Soil Behaviour. 61, Geotechnical Special Publication, ASCE: 166-180.

Sabatini, P. J., Bachus, R. C., Mayne, P. W., Schneider, J. A., and Zettler, T. E. 2002. Geotechnical Engineering Circular No. 5 – Evaluation of Soil and Rock Properties. Federal Highway Administration (FHWA), U.S. Department of Transportation.

Benz, T. 2007. Small-Strain Stiffness of Soils and its Numerical Consequences. Ph.D Thesis. Universität Stuttgart, Germany.

Stokoe, K. H., Darendeli, M. B., Gilbert, R. B., Menq, F. Y., and Choi, W. K. 2004. Development of a New Family of Normalized Modulus Reduction and Material Dampling Curves. International Workshop on Uncertainties in Nonlinear Soil Properties and their Impact on Modeling Dynamic Soil Response. UC Berkeley, CA.

Williams, B., and Waite, D. 1993. The Design and Construction of Sheet-Piled Cofferdams (CIRIA SP95). Construction Industry Research and Information Association (CIRIA). London.

Neoh, C.A. 1998. Design & Construction of Pile Foundations in Limestone Formation. Journal – Institution of Engineers Malaysia. 59(1): 23 – 38.

Gaba, A. R., Simpson, B., Powrie, W., and Beadman, D. R. 2003. Embedded Retaining Walls – Guidance for Economic Design (CIRIA C580). Construction Industry Research and Information Association (CIRIA), London.

Downloads

Published

2016-08-28

Issue

Section

Science and Engineering

How to Cite

CHALLENGES IN DESIGN AND CONSTRUCTION OF DEEP EXCAVATION FOR KVMRT IN KUALA LUMPUR LIMESTONE FORMATION. (2016). Jurnal Teknologi, 78(8-5). https://doi.org/10.11113/jt.v78.9629