Schwartz, C. W., Azzouz, A. S., & Einstein, H. H. (1980). Improved Design of Tunnel Supports: Volume 2 – Aspects of Yielding in Ground-Structure Interaction (Report No. DOT-TSC-UMTA-80-27.II;UMTA-MA-06-0100-80-5). United States. Urban Mass Transportation Administration. https://doi.org/10.21949/1526618
Schwartz, Charles W., Amr S. Azzouz, and Herbert H. Einstein. Improved Design of Tunnel Supports: Volume 2 – Aspects of Yielding in Ground-Structure Interaction. Report no. DOT-TSC-UMTA-80-27.II;UMTA-MA-06-0100-80-5. United States. Urban Mass Transportation Administration, 1980. https://doi.org/10.21949/1526618.
Schwartz, Charles W., et al. Improved Design of Tunnel Supports: Volume 2 – Aspects of Yielding in Ground-Structure Interaction. United States. Urban Mass Transportation Administration, 1980, Report no. DOT-TSC-UMTA-80-27.II;UMTA-MA-06-0100-80-5, ROSA P. https://doi.org/10.21949/1526618.
Volume 2 focuses on a particularly complex and often misunderstood aspect of ground-structure interaction, which is ground yielding and loosening, and reports new findings in this area. The findings are based on previous research, on the knowledge gained during the development of the simplified analysis and the application of the more sophisticated finite element techniques, and on specific studies of strain softening ground behavior. A conceptual review of ground yielding behavior, including outlines of appropriate analytical treatments, is addressed in the report and emphasis is placed on the problematic phenomenon of loosening. In addition to providing some basic concepts of ground yielding, the report also describes and compares analytical solutions for plastic ground behavior. Finally, an analytical tool for treating strain softening behavior is provided. The authors point out that it is hoped that ground-yielding, and consequently, ground-structure interaction, can be better understood and analytically treated, even if some aspects remain somewhat problematic.
This report focuses on improvement of design methodologies related to the ground-structure interaction in tunneling. The design methods range from sim
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The purpose of this report is to provide the tunneling profession with improved practical tools in the technical or design area, which provide more ac
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Volume 3 contains the application of the three-dimensional (3-D) finite element program, Automatic Dynamic Incremental Nonlinear Analysis (ADINA), whi
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Volume 4 documents and evaluates extensive information gathered on tunnel construction practices in Austria and Germany, identifies differences compar
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Volume 5 evaluates empirical methods in tunneling. Empirical methods that avoid the use of an explicit model by relating ground conditions to observed
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Schwartz, C. W., Azzouz, A. S., & Einstein, H. H. (1980). Improved Design of Tunnel Supports: Volume 2 – Aspects of Yielding in Ground-Structure Interaction (Report No. DOT-TSC-UMTA-80-27.II;UMTA-MA-06-0100-80-5). United States. Urban Mass Transportation Administration. https://doi.org/10.21949/1526618
Schwartz, Charles W., Amr S. Azzouz, and Herbert H. Einstein. Improved Design of Tunnel Supports: Volume 2 – Aspects of Yielding in Ground-Structure Interaction. Report no. DOT-TSC-UMTA-80-27.II;UMTA-MA-06-0100-80-5. United States. Urban Mass Transportation Administration, 1980. https://doi.org/10.21949/1526618.
Schwartz, Charles W., et al. Improved Design of Tunnel Supports: Volume 2 – Aspects of Yielding in Ground-Structure Interaction. United States. Urban Mass Transportation Administration, 1980, Report no. DOT-TSC-UMTA-80-27.II;UMTA-MA-06-0100-80-5, ROSA P. https://doi.org/10.21949/1526618.
ROSA P serves as an archival repository of USDOT-published products including scientific
findings, journal articles, guidelines, recommendations, or other information authored or co-authored by
USDOT or funded partners. As a repository, ROSA P retains documents in their original published format to
ensure public access to scientific information.
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