A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Construction of Sewers by Microtunneling in Highly Congested Utility Corridors
Reconstruction of 2,224m (7,000 feet) of a 900mm (36-inch) diameter major trunk sewer in downtown Honolulu and historic Chinatown is required to replace aging, corroded and sagging sewers. Construction of this pipeline through the most congested urban area in Hawaii is extremely difficult. This paper discusses some of these key construction challenges and describes how they were resolved.
Construction of Sewers by Microtunneling in Highly Congested Utility Corridors
Reconstruction of 2,224m (7,000 feet) of a 900mm (36-inch) diameter major trunk sewer in downtown Honolulu and historic Chinatown is required to replace aging, corroded and sagging sewers. Construction of this pipeline through the most congested urban area in Hawaii is extremely difficult. This paper discusses some of these key construction challenges and describes how they were resolved.
Construction of Sewers by Microtunneling in Highly Congested Utility Corridors
Kwong, James K. P. (author) / Wanner, William (author)
Pipeline Division Specialty Conference 2001 ; 2001 ; San Diego, California, United States
Pipelines 2001 ; 1-15
2001-07-01
Conference paper
Electronic Resource
English
Pipe materials , Construction , Utilities , Design , Pipes , Sewers , Rehabilitation , Microtunneling , Jet grouting , Reconstruction , Hawaii , Pipelines
Jet Grouting for Microtunneling and Shaft Construction in Highly Congested Utility Corridors
| British Library Conference Proceedings | 2001
Design Considerations for Microtunneling in Congested Urban Utility Corridors
| British Library Conference Proceedings | 1999
Small Diameter Sewers by Pilot Tube Microtunneling
| British Library Conference Proceedings | 2000
Microtunneling 36 Inch Diameter Sewers in Northeast Ohio
| British Library Conference Proceedings | 2007
Fachtechnik Microtunneling - Verfahrenstechnik des Microtunneling
Online Contents | 2003