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Now showing items 11-20 of 30
An apparatus for laboratory investigations of asphaltic concrete under repeated flexural deformations
(1962)
A laboratory study was performed for the evaluation of an apparatus constructed to investigate the behavior of asphaltic concrete specimens subjected to repeated flexural deformations. The apparatus, called a deflectometer, ...
Adsorbed water and its influence on engineering index properties of clays
(1962)
A study was made of the influence of the adsorbed water films on the engineering index properties of clay materials. A review is presented of the available information and knowledge, which was gained from a study pf the ...
A general theory for structural design in reinforced concrete
(1962)
No Abstract
Elastic and inelastic strain relationships of granular soils subjected to repeated stressing
(1963)
The influence of highly repetitive stressing upon the magnitudes of elastic and inelastic strains, the elastic parameters-modulus of elasticity and Poisson's ratio- and resistance to degradation of particles has been ...
Shear capacity of reinforced concrete beams
(1962)
Reinforced concrete beams are weak in carrying shear and tensile stresses through the web. As the result of various combinations of shearing and flexural stresses, tensile stresses are developed in diagonal directions. ...
An investigation of the sleeve method of splicing reinforcing bars
(1964)
No Abstract
An analytical solution of the impact behavior of sign posts
(1966)
Present highway design concepts for multilane facilities have resulted in the placement of large signs near the edge of the traffic lane. Collisions with the supports of these signs have resulted in a number of fatalities. ...
A continuous three-panel by three-panel building slab analysis
(1966)
An approximate elastic analysis of a uniformly loaded reinforced concrete floor system is presented. The approach used is to replace the slab with an equivalent orthogonal grid of elastic beams possessing torsional and ...