Application of GMPEs to estimate the minimum magnitude and peak ground acceleration of prehistoric earthquakes at Hollywood, SC

Autor: Gheibi, Emad, Gassman, Sarah L.

Publikováno v: In Engineering Geology 30 November 2016 214:60-66

Lessons learned from the observed seismic settlement at the Jensen Filtration Plant in the San Fernando Earthquake

Autor: Pyke, Robert, M Asce

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::bbcf13a022f44f3b6edd1fc77b79c0da

UNIVERSITÀ DELLA CALABRIA Department of Civil Engineering SENSITIVITY ANALYSIS IN WATER NETWORKS BY A PRESSURE-DRIVEN ANALYSIS APPROACH

Autor: Adam, Ing, Salifu Kamara, S M Asce

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::553f1cc17b174d372ad59d6317577af2

Capturing spatial variability of biogeochemical mass exchanges and reaction rates in wetland water and soil through model compartmentalization

Autor: A, Sharifi, L, Kalin, A M, Asce, M M, Hantush, R A, Dahlgren, A T, O'Geen, J J, Maynard

Publikováno v: Sharifi, A; Kalin, L; Hantush, MM; Dahlgren, RA; O'Geen, AT; & Maynard, JJ. (2017). Capturing spatial variability of biogeochemical mass exchanges and reaction rates in wetland water and soil through model compartmentalization. Journal of Hydrologic Engineering, 22(1). doi: 10.1061/(ASCE)HE.1943-5584.0001196. UC Davis: Retrieved from: http://www.escholarship.org/uc/item/8v33c20b
J Hydrol Eng

© 2015 American Society of Civil Engineers. A common phenomenon observed in natural and constructed wetlands is short-circuiting of flow and formation of stagnant zones that are only indirectly connected with the incoming water. Biogeochemistry of p

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ecfb22348814f71cf572e2de2eb3c405
http://www.escholarship.org/uc/item/8v33c20b

Overburden Effect on the Axial Resistance of Instrumented CFA Piles

Autor: Peter Faust, M. Asce, Dan Brown, Timothy C. Siegel, Malcolm Drilling

Publikováno v: IFCEE 2015.

Static pile loading tests and high strain dynamic tests were performed to confirm the foundation design for a major expansion to a hospital on the Stanford University campus in Palo Alto, California. The foundations were 610 mm (24 in) diameter conti

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::4ac07486a17f1f829ba34008f5377892
https://doi.org/10.1061/9780784479087.063