- Home
- Search Results
- Page 1 of 1
Search for: All records
-
Total Resources1
- Resource Type
-
0001000000000000
- More
- Availability
-
10
- Author / Contributor
- Filter by Author / Creator
-
-
Ashlock, J. C. (1)
-
Lamba, Kanika H. (1)
-
#Tyler Phillips, Kenneth E. (0)
-
#Willis, Ciara (0)
-
& Abreu-Ramos, E. D. (0)
-
& Abramson, C. I. (0)
-
& Abreu-Ramos, E. D. (0)
-
& Adams, S.G. (0)
-
& Ahmed, K. (0)
-
& Ahmed, Khadija. (0)
-
& Aina, D.K. Jr. (0)
-
& Akcil-Okan, O. (0)
-
& Akuom, D. (0)
-
& Aleven, V. (0)
-
& Andrews-Larson, C. (0)
-
& Archibald, J. (0)
-
& Arnett, N. (0)
-
& Arya, G. (0)
-
& Attari, S. Z. (0)
-
& Ayala, O. (0)
-
- Filter by Editor
-
-
De Groot, Maraika (1)
-
McGreevy, Julian (1)
-
& Spizer, S. M. (0)
-
& . Spizer, S. (0)
-
& Ahn, J. (0)
-
& Bateiha, S. (0)
-
& Bosch, N. (0)
-
& Brennan K. (0)
-
& Brennan, K. (0)
-
& Chen, B. (0)
-
& Chen, Bodong (0)
-
& Drown, S. (0)
-
& Ferretti, F. (0)
-
& Higgins, A. (0)
-
& J. Peters (0)
-
& Kali, Y. (0)
-
& Ruiz-Arias, P.M. (0)
-
& S. Spitzer (0)
-
& Sahin. I. (0)
-
& Spitzer, S. (0)
-
-
Have feedback or suggestions for a way to improve these results?
!
Note: When clicking on a Digital Object Identifier (DOI) number, you will be taken to an external site maintained by the publisher.
Some full text articles may not yet be available without a charge during the embargo (administrative interval).
What is a DOI Number?
Some links on this page may take you to non-federal websites. Their policies may differ from this site.
-
McGreevy, Julian; De Groot, Maraika (Ed.)The accurate prediction and computational simulation of 3D multi-modal dynamic soil-pile interaction remains a significant challenge. As part of an ongoing research project to advance fundamental knowledge on this subject, dynamic soil-pile interaction experiments will be performed on single piles and pile groups, and new computational continuum models will be developed for seismic applications. To help calibrate the computational models, full-scale field tests are being planned for a single pile and a 2x2 pile group, including lateral vibration tests with small soil strains and quasi-static cyclic loading to failure. This paper describes the estimation of the ultimate lateral capacity of the single pile and 2x2 pile group at the selected project sites, required for designing the experiments.more » « less
An official website of the United States government

Full Text Available