Results 141 to 150 of about 35,968 (203)

Performance of nitric acid and mineral enriched system versus phosphoric acid and universal adhesive in cervical carious lesions: a randomized clinical trial. [PDF]

BDJ Open
Yasser Yassin N, Ezzeldin Mohamed D, El Sayed Hassanein O.   +2 more
europepmc   +1 more source

Interface shear strength of composite landfill liner

Interface shear strength of composite landfill liner
openaire  

Some of the next articles are maybe not open access.

Related searches:

Reflectance spectra of composite resins on liners

The Journal of Prosthetic Dentistry, 1979
The reflectance spectra of two types of composite resins were determined on various backgrounds. It was found that the shade differences caused by different "whitish" liners were perceptible only for thin resin specimens and were smaller than those caused by varying the resin type and thickness.
R, Grajower, Z, Fuss, Z, Hirschfeld
openaire   +2 more sources

Geomembrane-clay composite liners

Geotextiles and Geomembranes, 1991
Abstract A successful 1·22 m wide HDPE/Bentonite composite liner widely used in the waterproofing industry is now available as a 5·33 m wide geomembrane. Properties and potential applications are discussed.
openaire   +2 more sources

Optimal Configuration of a Double Liner System Including a Geomembrane Liner and a Composite Liner

Geosynthetics International, 1997
A number of landfills are designed with a double liner system that includes a geomembrane liner and a composite liner. The design engineer must select which of these two liners should be the primary liner. A comparative study is presented in this paper to help determine which configuration is preferable. The comparative study consists of comparing the
J.P. Giroud, K.L. Soderman, K. Badu-Tweneboah   +2 more
openaire   +1 more source

Assessment of equivalence of composite liners

Geosynthetics International, 2004
The equivalence of composite liners involving a geomembrane (GM) and a compacted clay liner (CCL) to alternative composite liners with a geomembrane, geosynthetic clay liner (GCL) and attenuation layer (AL) is assessed in terms of the contaminant impact occurring in a receptor aquifer. Calculations of contaminant impact of dichloromethane, benzene and
R. K. Rowe, R. W. I. Brachman
openaire   +1 more source

Predicting Leakage through Composite Landfill Liners

Journal of Geotechnical and Geoenvironmental Engineering, 2001
Leakage through composite landfill liners having various characteristics was analyzed using existing analytical and numerical models developed for the study. Three-dimensional numerical models were used to analyze leakage through circular defects and two-dimensional numerical models were used to analyze leakage from defective seams.
Gary J. Foose, Craig H. Benson, Tuncer B. Edil   +2 more
openaire   +1 more source

Composite electrodynamic liner

Journal of Applied Mechanics and Technical Physics, 1999
A multilayer liner made of a composition of two materials with different conductivities is considered. The fractions of the components in the layers are varied so that the effective conductivity increases in the direction of magnetic-field diffusion under a special law that allows one to obtain an analytical solution.
openaire   +1 more source

Flow of Gasoline through Composite Liners

Journal of Environmental Engineering, 2004
A composite liner composed of a soil/clay liner and a flexible membrane is widely used for waste containment facilities. In this research, an organically modified clay (organoclay BB-40) liner and a high-density polyethylene (HDPE) membrane were studied for preventing the leakage and migration of gasoline from underground storage tanks into the ...
Yang, Xiaoyun, Lo, Irene M.C.
openaire   +2 more sources