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Now showing items 31-40 of 106
Estimation of the effect of land use and treatment on the yield of water by use of component analysis and multiple regression techniques /
(The University of Oklahoma., 1966)
Investigating the need for and effect of air entrainment in high performance concrete.
(2002)
The use of high performance concrete (HPC) in exterior structures has increased in recent years. Its increased strength and durability make HPC very appealing to the prestressed concrete industry, particularly in bridge ...
Field stabilization of Ponca City shale /
(1985)
The microstructure of stabilized shale was studied using X-ray diffraction (XRD) and scanning electron microscopy (SEM) in conjunction with energy dispersive spectroscopy (EDS). The non basal (hkl) reflections in stabilized ...
Durability of cementitiously stabilized aggregate bases for pavement application.
(2005)
Cementitious stabilization has been extensively used to improve the performance of pavement materials. In the past, emphasis has been placed on observing the macromanifestation of stabilized pavement materials, but to the ...
A numerical approach to wet line corrections in stream flow measurements /
(The University of Oklahoma., 1968)
Inelastic stability of tapered, singly-symmetric beam-columns.
(1982)
The purpose of this study is to determine the inelastic lateraltorsional buckling load of a linearly web-tapered member having unequal flanges and subjected to unequal end moments and axial load. Triangular residual stress ...
Groundwater salinity and resource evaluation by spontaneous potential measurements - Eastern Jefferson and Carter Counties, Oklahoma.
(1981)
The hydraulic constants, chemical quality and the pollution potential around each municipality using the groundwater were also determined.
A study of the effects of simulated weathering and repeated loads on four lime stabilized Oklahoma shales /
(The University of Oklahoma., 1974)
Evaluation of resilient moduli and layer coefficients of aggregate materials for AASHTO flexible pavement design.
(1998)
Layer coefficients were calculated for use in the design of flexible pavements by using the AASHTO design methodology. Multiple linear regression models were developed for predicting the layer coefficients of the two ...