Search
Now showing items 121-130 of 936
Condition assessment methodologies for maintenance and repair decisions
(Texas A&M University, 1997)
Structures like embankment dams gradually deteriorate with time. For safety reasons, among others, those structures have to be maintained. However, the institutions responsible for those structures, like the Corps of ...
Optimum design of transverse tendons in post-tensioned slab bridges
(Texas A&M University, 1991)
Not available
Findings in seal coat design
(Texas A&M University, 1988)
Not available
The prevention of oil spreading on water by pneumatic bubble barrier
(Texas A&M University, 1971)
Not available
Measurement of volumetric strain during dynamic triaxial loading of cohesive soil
(Texas A&M University, 1971)
Not available
The application of triaxial compression tests to the design of sand-asphalt paving mixtures
(Texas A&M University, 1940)
Not available
Evaluation of allowable stresses for high strength concrete prestressed bridge girders
(Texas A&M University, 2003)
High strength concrete (HSC) is regularly used for prestressed bridge girders in Texas and other states. The American Concrete Institute (ACI) Committee 363 (1997) defines HSC as concrete with a compressive strength ...
Accelerated quantification of critical parameters for predicting the service life and life cycle costs of chloride-laden reinforced concrete structures
(Texas A&M University, 2003)
The use of corrosion resistant steels (instead of conventional carbon steels) and/or high performance concrete can increase the overall service life and can reduce the life cycle cost (LCC) of reinforced concrete (RC) ...
A simplified formulation for moisture diffusion through partly saturated clays
(Texas A&M University, 2003)
Civil works constructed of high plasticity clays can be dramatically affected by strength loss in spite of careful compaction and moisture control. Highway embankments and retaining walls are good example of affected ...
Adaptive prediction of pavement performance
(Texas A&M University, 2002)
A Visual Basic 6.0[TM] computer program for adjusting family performance curves in making reasonable predictions of individual pavement section performance has been developed under this study. The methodology formulated ...