Full-Scale Field Tests on Flexible Pipes under Live Load Application

Author:

Arockiasamy Madasamy123,Chaallal Omar123,Limpeteeprakarn Terdkiat123

Affiliation:

1. Professor and Director, Center for Infrastructure and Constructed Facilities, Dept. of Civil Engineering, Florida Atlantic Univ., Boca Raton, FL 33431.

2. Professor and Director, Dev. & Research for Str. and Rehab. (DRSR), Dept. of Construction Engineering, Univ. of Quebec/Ecole de Technologie Superieure, Montreal PQ, Canada H3C 1K3.

3. Graduate Student, Dept. of Mechanical Engineering, Florida Atlantic Univ., Boca Raton, FL 33431.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Reference21 articles.

1. American Association of State Highway and Transportation Officials (AASHTO). (1998). AASHTO LRFD bridge design specifications Washington D.C.

2. Arockiasamy M. Chaallal O. Limpeteeprakarn T. and Wang T. (2004). Experimental and analytical evaluation of flexible pipes for culverts and storm sewers Vol. III: Field experimental work and numerical analysis Contract No. BC-775 Florida Department of Transportation.

3. ASTM. (1995). “Classification of soils for engineering purposes: Unified soil classification system.” D 2487-93 Annual Book of ASTM Standards ASTM Philadelphia.

4. Chaallal O. Arockiasamy M. and Limpeteeprakarn T. (2004). “Laboratory testing for determination of stiffness characteristics of large diameter thermoplastic gravity-flow drainage pipes.” 83rd TRB Annual Meeting Transportation Research Board Washington D.C.

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