Search Results - "Bakeer, Reda M."

Impact of urban stormwater runoff on estuarine environmental quality by Jeng, Hueiwang Anna C., Englande, Andrew J., Bakeer, Reda M., Bradford, Henry B.

“…Urban stormwater runoff could contribute to the deterioration of water quality of a receiving water body. In this research, field studies and laboratory…”
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Apparatus for Testing the Combined Effects of Deformation and Chemical Exposure on Polymeric Liners by Sever, V. Firat, Boyd, Glen R, Bakeer, Reda M

“…A new experimental apparatus was developed for determining the combined effects of mechanical stress and chemical exposure on the long-term durability of…”
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Quantification of annular flow in lined pipelines by Bakeer, Reda M., Firat Sever, V.

“…This paper attempts to quantify the amount of flow within the annular space that could exist between a polymeric liner and a deteriorated host pipe. Inadequate…”
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Fluid migration into lined pipelines by Bakeer, Reda M., Guice, Leslie K., Sever, V. Firat, Boyd, Glen R.

“…Lining of a pipe with a polymeric liner is a viable trenchless technology for rehabilitating sewer pipelines. Polymeric liners are typically installed within…”
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Performance of Pile-Supported Bridge Approach Slabs by Bakeer, Reda M, Shutt, Mark A, Zhong, Jianqiang, Das, Sankar C, Morvant, Mark

“…A large number of pile-supported bridge approach slabs in southeastern Louisiana were examined to identify the factors that affect their long-term performance…”
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Pullout and shear tests on geogrid reinforced lightweight aggregate by Bakeer, Reda M., Sayed, Sayed M., Cates, Peter, Subramanian, Rajesh

“…This paper contains the results of laboratory tests conducted on a lightweight aggregate reinforced with a geogrid. The large-size shear tests included direct…”
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Effect of close-fit sliplining on the hydraulic capacity of a pressurized pipeline by Barber, Michael E., Bakeer, Reda M., Sever, V. Firat, Boyd, Glen R.

“…A full-scale laboratory testing setup was used to examine the flow conditions through a new steel pipe with relatively smooth interior (no tubercles,…”
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Geotextile friction mobilization during field pullout test by Bakeer, Reda M., Abdel-Rahman, Ahmed H., Napolitano, Phillip J.

“…Small-scale laboratory tests may not yield reliable values for soil–geotextile interface properties due to the effect of scaling. Field tests offer a better…”
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Buckling of HDPE Liners under External Uniform Pressure by Bakeer, Reda M, Barber, Michael E, Pechon, Sean E, Taylor, John E, Chunduru, Suryanarayana

“…Lining of underground pipeline networks with deformed reformed high-density polyethylene (HDPE) liners is a trenchless technique frequently specified for…”
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Long-Term Buckling Performance of HDPE Liners by Bakeer, Reda M, Barber, Michael E, Taylor, John E, Pechon, Sean E

“…This research examines the long-term performance of high-density polyethylene liners frequently used in rehabilitating pipeline networks. Buckling of two…”
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Buckling Behavior of Polyethylene Liner System by Chunduru, Surya, Barber, Michael E, Bakeer, Reda M

“…A lining system for pipeline rehabilitation uses the method of deforming then reforming a conventional polyethylene pipe to allow installation inside an…”
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Trenchless Technology Research: Quantification of annular flow in lined pipelines by Bakeer, Reda M, Sever, V Firat

“…This paper attempts to quantify the amount of flow within the annular space that could exist between a polymeric liner and a deteriorated host pipe. Inadequate…”
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Effect of Welding on a High-Density Polyethylene Liner by Bakeer, Reda M, Barber, Michael E

“…This paper describes part of an ongoing research project concerning high-density polyethylene (HDPE) liners used for pipeline rehabilitation. Tests were…”
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Annular Flow in Lined Pipelines by Bakeer, Reda M, Sever, V. Firat

“…Lining of a pipe with a polymeric liner is a viable trenchless technology for rehabilitating sewer pipelines. Polymeric liners are typically installed within…”
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Efficiency Formula for Pile Groups by Sayed, Sayed M, Bakeer, Reda M

“…A new formula is proposed to evaluate the efficiency of axially loaded pile groups. The derivation of the formula is based on the premise that the group effect…”
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