- Home
- Search Results
- Page 1 of 1
Search for: All records
-
Total Resources2
- Resource Type
-
0001000001000000
- More
- Availability
-
20
- Author / Contributor
- Filter by Author / Creator
-
-
Green, R.A. (1)
-
Saade, A. (1)
-
Thum, T.S. (1)
-
Wissmann, K.J. (1)
-
Ye, E. (1)
-
Yerro, A. (1)
-
Zambrano-Cruzatty L, Yerro A. (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)
-
- Filter by Editor
-
-
& 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)
-
& Spitzer, S.M. (0)
-
(submitted - in Review for IEEE ICASSP-2024) (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.
-
Zambrano-Cruzatty L, Yerro A. (, 2nd International Conference on the Material Point Method for Modelling Soil-Water-Structure Interaction)This paper proposes a numerical framework to model the deployment of a Free Fall Penetrometer (FFP) device in dry sands using the Material Point Method (MPM). Seabed characterization is required to assess a number of geotechnical problems in the nearshore and offshore areas, and FFP deployment is becoming a popular method to characterize shallow sediments. A moving mesh technique is used to ensure the accurate geometry of the FFP device throughout the calculation and the soil-FFP interaction is modelled with a frictional contact algorithm. The FFP device is simulated as a rigid body, which enhances the performance of the computation and reduces its computational cost. Numerical results are compared to experimental data, and are very promising.more » « less
An official website of the United States government
