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Now showing items 11-20 of 58
Methodology for the selection of appropriate technology of water distribution systems in less developed countries /
(1984)
The output can be used by promoters, designers, planners, and the community to determine in advance the needs for manpower and the water rates that are necessary to be met in order to maintain the water distribution system ...
INVESTIGATION OF THE HYDROLOGY, FLUVIAL GEOMORPHOLOGY, AND SEDIMENT TRANSPORT IN THE LAKE THUNDERBIRD WATERSHED IN CENTRAL OKLAHOMA
(2015-05-08)
As human population continues to rise, an ever increasing burden is being placed on earth’s water resources. Between 1950 and 2010, the world’s population increased from 2.6 billion to almost 7 billion, and the population ...
Lateral deformation of bridge embankments supported on soft soils
(2020-12)
Excessive bridge embankment deformation, namely in the lateral direction, continues to damage bridges leading to costly repairs or early replacement. The lateral deformation of bridge embankments is often overlooked in ...
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 ...
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.
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 ...