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Planning, Design and Construction of Elevated Guideway of Kelana Jaya (KLJ LRT) Extension Project and Challenges & Lessons Learnt

 Planning, Design and Construction of Elevated Guideway of Kelana Jaya (KLJ LRT) Extension Project and Challenges & Lessons Learnt
Autor(en): , ,
Beitrag für IABSE Conference: Engineering the Developing World, Kuala Lumpur, Malaysia, 25-27 April 2018, veröffentlicht in , S. 259-266
DOI: 10.2749/kualalumpur.2018.0259
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Building a transportation infrastructure for fast growing city like Petaling Jaya (considered twin city with Kuala Lumpur), Malaysia is always challenging and difficult works. One of the major infr...
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Autor(en): (Minconsult Sdn Bhd)
(Minconsult Sdn Bhd)
(Minconsult Sdn Bhd)
Medium: Tagungsbeitrag
Sprache(n): Englisch
Tagung: IABSE Conference: Engineering the Developing World, Kuala Lumpur, Malaysia, 25-27 April 2018
Veröffentlicht in:
Seite(n): 259-266 Anzahl der Seiten (im PDF): 8
Seite(n): 259-266
Anzahl der Seiten (im PDF): 8
DOI: 10.2749/kualalumpur.2018.0259
Abstrakt:

Building a transportation infrastructure for fast growing city like Petaling Jaya (considered twin city with Kuala Lumpur), Malaysia is always challenging and difficult works. One of the major infrastructure projects, the 17 km long elevated guideway which form the extension of Kelana Jaya Light Rail Transit (KLJ LRT) i.e Putra line is opened for service since 30th June 2016. The elevated viaduct was designed to build extensively using precast technique. The time efficient proven technique of span by span precast segmental construction along with some crossings with precast balanced cantilever construction was implemented for the project. Cast-in-situ box girder and precast U-beams with in-situ deck were also used for bifurcation and pocket track areas. Majority of the stations (9 out of 12) for KLJ LRT Extension are island platform stations and this has major impacts on interface in constructions, time and cost. The requirement of island platform station was one of the main criteria for the operator i.e RapidKL which is part of Prasarana.

Curved and skewed alignment over major 6 lanes highways and commuter lines necessitates a span as large as 100 m with 3 span balanced cantilever structure. Prestressed pier column were introduced due to space constraint. Precast split segments were also introduced to overcome difficulties in handling and delivery of deeper segments.

This paper describes the design scheme and contractual set up of guideway structures and presents an overview of construction and also related issues, incidents etc.

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