JOURNAL ARTICLES

Underground Stormwater Detention SystemsUnderground Stormwater Detention Systems
Terence Sheridan and Timothy D. Stark
Land and Water May/June 2010
Roosevelt Manor sits in the heart of Camden, New Jersey’s Centerville neighborhood across the Delaware River from Philadelphia. Built in the early 1950’s via authorization of President Harry Truman and under the direction of the Camden Housing Authority, Roosevelt Manor broke new ground as an integrated public housing development. Unfortunately, Camden, like many other urban cities, struggled over the last half of the century. Just over 50 years after opening its doors the four acre development was demolished and with HopeVI funding from the U.S. Department of Housing and Urban Development, Roosevelt Manor was rebuilt.
Design questions and answers for geomembranesDesign questions and answers for geomembranes
T.D. Stark, Ph. D, P.E
Geosynthetics June July 2009
This paper provides answers to design questions for geomembrane including design strength, maximum slope angle ad strength parameters.
Ten-year PVC geomembrane DurabilityTen-year PVC geomembrane Durability
E. J. Newman and T. D. Stark
Geosynthetics International, 2009, 16, No. 2
The 10-year results of an ongoing study on the long-term performance of a PVC geomembrane in Northern Minnesota are presented.
Puncture Resistance of PVC Geomembranes using the truncated cone testPuncture Resistance of PVC Geomembranes using the truncated cone test
T.D Stark, Ph.D, P.E. , T.R. Boerman and C.J Connor
Geosynthetic International 2008, 15 No. 6
This paper presents an experimental study to develop a design procedure for the puncture behavior of PVC geomembranes. After comparison, it was concluded that PVC geomembranes have higher puncture resistance than polyethylene geomembranes despite the PVC membranes being thinner.
Puncture Protection of PVC Geomembranes Puncture Protection of PVC Geomembranes
T.D Stark, Ph. D, P.E and L.F Pazmino
Geosynthetics International, 16
This paper presents a design procedure for the puncture protection of PVC geomembranes. Additionally, a new modification factor for critical cone height, MFCCH, was developed to reflect the puncture resistance of flexible PVC geomembranes.
Subscribe to our mailing list!
We will keep you informed about all things Geosynthetics.
View our Latest Newsletter
Thank you! Your submission has been received!
Oops! Something went wrong while submitting the form.

The FGI only has access to/collect information that you voluntarily give us via email, web opt-in form, or other direct contact from you. We will not sell, rent, or distribute this information to anyone.