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M. J. O'Connor


Click on the titles below to find US government-authored or -collected reports written by M. J. O'Connor

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Microcomputer Selection Guide for Construction Field Offices. Revision SEP 1984
Authors:  M. J. O'Connor; T. A. Kruppenbacher; G. E. Colwell; CONSTRUCTION ENGINEERING RESEARCH LAB (ARMY) CHAMPAIGN IL
The full text of this report is not available and therefore is not for sale. This information is provided for reference purposes only.This guide is designed to help managers at U.S. Army Corps of Engineers construction field offices determine their needs for microcomputer support in their day-to-day operations, and select and procure appropriate systems. The information in this report supersedes that in the 1983 edition. The guide begins with an introductory tutorial on microcomputers intended to provide managers with the necessary information to make decisions about microcomputers, followed by a review of ...


Measuring Total Volumetric Strains During Triaxial Tests on Frozen Soils: A New Approach FEB 1978
Authors:  M. J. O'Connor; R. J. Mitchell; QUEEN'S UNIV KINGSTON (ONTARIO) DEPT OF CIVIL ENGINEERING
The full text of this report is not available and therefore is not for sale. This information is provided for reference purposes only.A triaxial cell has been modified to permit measurement of volumetric strains during deformation-rate-controlled and stress-controlled triaxial tests on frozen soils. In the system described, a volume change in the soil sample alters the level of fluid in the triaxial cell. The fluid level can be monitored during the test using a sloping tube volumeter. Theoretical accuracy with this arrangement can exceed 0.1% of the sample volume. (AA)


Modifications Processing Procedures: A Generalized Stochastic Network Model. AUG 1977
Authors:  M. J. O'Connor; CONSTRUCTION ENGINEERING RESEARCH LAB (ARMY) CHAMPAIGN ILL
The full text of this report is not available and therefore is not for sale. This information is provided for reference purposes only.This report discusses a generalized stochastic network model which incoporates the key features of the Corps of Engineers' contract modifications and claims processing procedures. The results of simulating the network model with two different levels of Resident Contracting Officer (RCO) authority are presented. The models and simulation provide a quantitative measure of the modifications and claims system's performance on which a quantitative evaluation of proposed system changes can be based. ...


An extension of the Bishop and Morgenstern Slope Stability Charts FEB 1977
Authors:  M. J. O'Connor; R. J. Mitchell; EBA ENGINEERING CONSULTANTS LTD CALGARY (ALBERTA)*
The full text of this report is not available and therefore is not for sale. This information is provided for reference purposes only.Design charts have been produced for slope stability analysis in natural earth slopes where c'/gammaH = 0.075 and c'/gammaH = 0.100. This permits use of the Bishop and Morgenstern stability method in sensitive clay soils such as Leda clay. (AA)


Total Results: 4 Results per page: