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Civil and Environmental Engineering

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University of New Mexico

1962

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A Multistory Structure Concept, Wybe J. Van Der Meer Jun 1962

A Multistory Structure Concept, Wybe J. Van Der Meer

Civil Engineering ETDs

It is the objective of this thesis to investigate the feasibility of a multistoried structural concept in which the principal structural elements are hollow girders and chambered hollow columns. The scope will be directed towards the general conceptions, assumptions and design procedures for the system. Only such specific design of a particular example will be accomplished as is necessary to provide correlation and justification for the general assumptions. A detailed investigation and design is not intended since this thesis is oriented towards establishing a general concept not merely a particular example.


Sediment Transport Parameters, Rio Puerco Near Bernardo, New Mexico., Carl F. Nordin Jr. Jun 1962

Sediment Transport Parameters, Rio Puerco Near Bernardo, New Mexico., Carl F. Nordin Jr.

Civil Engineering ETDs

Preliminary findings of a study of sediment transport in streams with high concentrations of suspended fine sediment indicate that for Rio Puerco near Bernardo, New Mexico the velocity varies logarithmically with depth, and the concentration distribution for several size classes of sand may be described by a conventional distribution equation if the fall velocity of the sand is corrected for the influence of the fine sediment. A corrected fall velocity, empirically defined for a temperature of 24°C and for concentrations up to about 150,000 ppm, is given.

The purpose of this study was to investigate some aspects of the sediment …


The Sand Equivalent As An Acceptance And Control Test For Asphaltic Concrete In New Mexico, Delmar E. Calhoun Jun 1962

The Sand Equivalent As An Acceptance And Control Test For Asphaltic Concrete In New Mexico, Delmar E. Calhoun

Civil Engineering ETDs

The research reported in this thesis was sponsored by the New Mexico State Highway Department and was directed at evaluating the efficacy of the sand equivalent test when used on New Mexico aggregates used for asphaltic concrete pavements.


Compressive And Flexural Strength Of Portland Cement Concrete As Affected By Fractured Particles Of Coarse Aggregate, Russell L. Vesper May 1962

Compressive And Flexural Strength Of Portland Cement Concrete As Affected By Fractured Particles Of Coarse Aggregate, Russell L. Vesper

Civil Engineering ETDs

Although a great deal of experimental data are available on many of the factors involved in a concrete mix design, a limited amount of work has been done to determine the effect of the surface characteristics of the concrete aggregates. Some research has been done in this connection by the New Mexico Highway Department. Some of the results of this research are included in a later section of this thesis.


An Evaluation Of Concrete Making Properties Of Scoria Lightweight Aggregate Based On Compressive Strength, Khurshid Ahmad Chaudhry Jan 1962

An Evaluation Of Concrete Making Properties Of Scoria Lightweight Aggregate Based On Compressive Strength, Khurshid Ahmad Chaudhry

Civil Engineering ETDs

Compressive strength of scoria-aggregate concrete was examined by introducing controlled variables into the mix proportions. A mix design method for accurate mix design was formulated and was analyzed for consistency and feasibility.