In 1986, geosynthetic clay liners (GCLs) were invented and successfully used as a replacement for the soil layer in composite lining systems. In some applications an additive (polymer) is mixed with the bentonite to increase performance, especially in those that have low concentrations of sodium bentonite (EPA 2001).Studies showing significant increases in hydraulic conductivity values for bentonite in the presence of high salt concentrations are frequently documented and there is a risk of early breakthrough due to performance failure of the GCL clay component. (Ashmawy et al, 2002). It has also been stated that sodium, potassium, calcium, and magnesium have such a high affinity for the clay\u27s surface other chemical species have little ...
Chemically stabilized subgrades increase the overall quality of pavements compared to non-treated su...
Fully characterizing the behavior of a surfactant, from the mechanism of adsorption to the formation...
Autogenous shrinkage in concrete is a consequence of self-desiccation from cement hydration. Intern...
Modification of natural clays may be a useful approach to produce an effective and low-cost adsorben...
Problematic soils such as soft, compressible, collapsible, or expansive soils are widespread through...
Quartz crystal microbalances (QCM) are chemical sensors used for liquid and vapor sensing. In this ...
Porous materials are highly sought after for applications ranging from catalyst carriers to tissue s...
Drilling through low pressure formations, either offshore or through depleted formations, requires t...
The intrinsic properties and fabric anisotropy of sands significantly affect their macroscopic engin...
Post-construction settlement has been an issue in the field of construction due to the excessive tim...
This research is a comprehensive characterization of the Woodford Shale within an area of six townsh...
The overall objective of the research presented here is to understand the nanoscopic and microscopic...
The Central Oklahoma Aquifer (COA) is a heterogeneous siliciclastic aquifer with clays and small amo...
Thesis (M.S.)--University of Oklahoma, 2011.Includes bibliographical references (leaves 91-101).In t...
Proteins represent major constituent of the extracellular matrix which plays an important role in th...
Chemically stabilized subgrades increase the overall quality of pavements compared to non-treated su...
Fully characterizing the behavior of a surfactant, from the mechanism of adsorption to the formation...
Autogenous shrinkage in concrete is a consequence of self-desiccation from cement hydration. Intern...
Modification of natural clays may be a useful approach to produce an effective and low-cost adsorben...
Problematic soils such as soft, compressible, collapsible, or expansive soils are widespread through...
Quartz crystal microbalances (QCM) are chemical sensors used for liquid and vapor sensing. In this ...
Porous materials are highly sought after for applications ranging from catalyst carriers to tissue s...
Drilling through low pressure formations, either offshore or through depleted formations, requires t...
The intrinsic properties and fabric anisotropy of sands significantly affect their macroscopic engin...
Post-construction settlement has been an issue in the field of construction due to the excessive tim...
This research is a comprehensive characterization of the Woodford Shale within an area of six townsh...
The overall objective of the research presented here is to understand the nanoscopic and microscopic...
The Central Oklahoma Aquifer (COA) is a heterogeneous siliciclastic aquifer with clays and small amo...
Thesis (M.S.)--University of Oklahoma, 2011.Includes bibliographical references (leaves 91-101).In t...
Proteins represent major constituent of the extracellular matrix which plays an important role in th...
Chemically stabilized subgrades increase the overall quality of pavements compared to non-treated su...
Fully characterizing the behavior of a surfactant, from the mechanism of adsorption to the formation...
Autogenous shrinkage in concrete is a consequence of self-desiccation from cement hydration. Intern...