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Effect of eccentricity and bonding on behaviour of sliplined pipe

Tunnelling and underground space technology, 2004, Vol.19 (1), p.97-110

2004

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Thermal performance of trench backfills used for frost protection of water service lines

Canadian geotechnical journal, 2001-02, Vol.38 (1), p.161-174

2001

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Planning renewal of water mains while considering deterioration, economies of scale and adjacent infrastructure

Water science & technology. Water supply, 2010-12, Vol.10 (6), p.897-906

2010

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Comparison of four models to rank failure likelihood of individual pipes

Journal of hydroinformatics, 2012-07, Vol.14 (3), p.659-681

2012

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Uncoupled axial, flexural, and circumferential pipesoil interaction analyses of partially supported jointed water mains

Canadian geotechnical journal, 2004-12, Vol.41 (6), p.997-1010

2004

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Probabilistic risk analysis of corrosion associated failures in cast iron water mains

Reliability engineering & system safety, 2004-10, Vol.86 (1), p.1-10

2004

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Exploration of the relationship between water main breaks and temperature covariates

Urban water journal, 2012-04, Vol.9 (2), p.67-84

2012

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Using limited data to assess future needs

Journal - American Water Works Association, 1999-07, Vol.91 (7), p.47-61

1999

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A methodology to estimate remaining service life of grey cast iron water mains

Canadian journal of civil engineering, 2000-12, Vol.27 (6), p.1259-1272

2000

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Exploring the Relationship between Soil Properties and Deterioration of Metallic Pipes Using Predictive Data Mining Methods

Journal of computing in civil engineering, 2010-05, Vol.24 (3), p.289-301

2010

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Fuzzy Expert System to Assess Corrosion of Cast/Ductile Iron Pipes from Backfill Properties

Computer-aided civil and infrastructure engineering, 2006-01, Vol.21 (1), p.67-77

2006

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Protecting ductile-iron Water Mains: What protection method works best for what soil condition?

Journal - American Water Works Association, 2003-11, Vol.95 (11), p.110-125

2003

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Condition Assessment of Buried Pipes Using Hierarchical Evidential Reasoning Model

Journal of computing in civil engineering, 2008-03, Vol.22 (2), p.114-122

2008

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Estimating risk of contaminant intrusion in water distribution networks using Dempster-Shafer theory of evidence

Civil engineering and environmental systems, 2006-09, Vol.23 (3), p.129-141

2006

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Quantifying Effectiveness of Cathodic Protection in Water Mains: Theory

Journal of infrastructure systems, 2004-06, Vol.10 (2), p.43-51

2004

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Quantifying Effectiveness of Cathodic Protection in Water Mains: Case Studies

Journal of infrastructure systems, 2007-03, Vol.13 (1), p.1-11

2007

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Comprehensive review of structural deterioration of water mains: statistical models

Urban Water, 2001-09, Vol.3 (3), p.131-150

2001

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Processing laser range image for the investigation on the long-term performance of ductile iron pipe

Nondestructive testing and evaluation, 2008-03, Vol.23 (1), p.65-75

2008

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Modelling the deterioration of buried infrastructure as a fuzzy Markov process

Aqua (London), 2006-03, Vol.55 (2), p.67-80

2006

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Comprehensive review of structural deterioration of water mains: physically based models

Urban Water, 2001-09, Vol.3 (3), p.151-164

2001

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Failure risk management of buried infrastructure using fuzzy-based techniques

Aqua (London), 2006-03, Vol.55 (2), p.81-94

2006

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Translation of pipe inspection results into condition ratings using the fuzzy synthetic evaluation technique

Aqua (London), 2006-02, Vol.55 (1), p.11-24

2006

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Aggregative risk analysis for water quality failure in distribution networks

Aqua (London), 2004-06, Vol.53 (4), p.241-261

2004

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Condition assessment of water mains using fuzzy evidential reasoning

2005 IEEE International Conference on Systems, Man and Cybernetics, 2005, Vol.4, p.3466-3471 Vol. 4

2005

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Pipe-Soil Interaction Analysis of Field Tests of Buried PVC Pipe

Journal of infrastructure systems, 1996-12, Vol.2 (4), p.162-170

1996

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Effect of eccentricity and bonding on behaviour of sliplined pipe

Thermal performance of trench backfills used for frost protection of water service lines

Planning renewal of water mains while considering deterioration, economies of scale and adjacent infrastructure

Comparison of four models to rank failure likelihood of individual pipes

Uncoupled axial, flexural, and circumferential pipesoil interaction analyses of partially supported jointed water mains

Probabilistic risk analysis of corrosion associated failures in cast iron water mains

Exploration of the relationship between water main breaks and temperature covariates

Using limited data to assess future needs

A methodology to estimate remaining service life of grey cast iron water mains

Exploring the Relationship between Soil Properties and Deterioration of Metallic Pipes Using Predictive Data Mining Methods

Fuzzy Expert System to Assess Corrosion of Cast/Ductile Iron Pipes from Backfill Properties

Protecting ductile-iron Water Mains: What protection method works best for what soil condition?

Condition Assessment of Buried Pipes Using Hierarchical Evidential Reasoning Model

Estimating risk of contaminant intrusion in water distribution networks using Dempster-Shafer theory of evidence

Quantifying Effectiveness of Cathodic Protection in Water Mains: Theory

Quantifying Effectiveness of Cathodic Protection in Water Mains: Case Studies

Comprehensive review of structural deterioration of water mains: statistical models

Processing laser range image for the investigation on the long-term performance of ductile iron pipe

Modelling the deterioration of buried infrastructure as a fuzzy Markov process

Comprehensive review of structural deterioration of water mains: physically based models

Failure risk management of buried infrastructure using fuzzy-based techniques

Translation of pipe inspection results into condition ratings using the fuzzy synthetic evaluation technique

Aggregative risk analysis for water quality failure in distribution networks

Condition assessment of water mains using fuzzy evidential reasoning

Pipe-Soil Interaction Analysis of Field Tests of Buried PVC Pipe

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