Zobrazeno 1 - 10
of 45
pro vyhledávání: '"Juan M. Pestana"'
Publikováno v:
Soil Dynamics and Earthquake Engineering. 110:28-42
The International Building Code requires a site-specific investigation for NEHRP F sites. However, established procedures for performing site-specific investigations of NEHRP F sites are limited. This study developed a simplified model to estimate de
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::de8dbffc9fe9f8e4c304b1e552b5a917
https://doi.org/10.1016/j.soildyn.2018.04.009
https://doi.org/10.1016/j.soildyn.2018.04.009
Autor:
Brian Carlton, Juan M. Pestana
Publikováno v:
Soil Dynamics and Earthquake Engineering. 88:345-355
This paper proposes a unified model to estimate the in-situ small strain shear modulus of clays, silts, sands, and gravels based on commonly available index properties of soils. We developed a model to predict the laboratory small strain shear modulu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e9de23ddf5651deaedca86f1d0129569
https://doi.org/10.1016/j.soildyn.2016.01.019
https://doi.org/10.1016/j.soildyn.2016.01.019
Autor:
Juan M. Pestana, Juan F. Perri
Publikováno v:
Journal of Earthquake Engineering. 21:384-410
The elastic response spectrum provides the engineer with two important elements of the seismic structural response: intensity and frequency content. However, this approach does not provide information on the phasing, number of occurrences of the maxi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8e6e9bcda4b1b627da42eb53ec560c56
https://doi.org/10.1080/13632469.2016.1174752
https://doi.org/10.1080/13632469.2016.1174752
Publikováno v:
Computers and Geotechnics. 74:163-173
Series of multi-directional pot tests were conducted in soft clay to characterize the near field soil response during multi-directional soil–pile interaction (Mayoral et al. [19,22]). This experimental evidence has shown that nonlinearities associa
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8f2f276e58337a835c3fcc7b6d8d70e2
https://doi.org/10.1016/j.compgeo.2016.01.010
https://doi.org/10.1016/j.compgeo.2016.01.010
Publikováno v:
Ocean Engineering. 115:1-18
Currently there is a lack of information and experimental data to formulate p–y curves in multi-directional loading conditions for soft clays. Experimental evidence has shown that uni-directional p–y curves are not able to represent correctly the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::05e0a6d6cc263ad305124ff00837ba56
https://doi.org/10.1016/j.oceaneng.2016.01.033
https://doi.org/10.1016/j.oceaneng.2016.01.033
Autor:
Juan M. Pestana, Chukwuebuka C. Nweke
Publikováno v:
IFCEE 2018.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8e9cdcb43991a3e7e4168edc37496b41
https://doi.org/10.1061/9780784481592.006
https://doi.org/10.1061/9780784481592.006
Autor:
Juan M. Pestana, Chukwuebuka C. Nweke
Publikováno v:
Grouting 2017.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bf021ee5b33217f528feb185312e195d
https://doi.org/10.1061/9780784480793.004
https://doi.org/10.1061/9780784480793.004
Publikováno v:
Journal of Aerospace Engineering. 26:87-96
Percussive excavation is researched as a viable technology to reduce the shear strength of the dry lunar soil simulant JSC-1A. Experimental tests were conducted in a percussive and quasi-static test bed, which used a replica Surveyor scoop as the exc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a86c6650234d94e579fa9af15b73f23b
https://doi.org/10.1061/(asce)as.1943-5525.0000216
https://doi.org/10.1061/(asce)as.1943-5525.0000216
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 136:918-929
The effective application of liquefaction mitigation techniques requires an improved understanding of the development and consequences of liquefaction. Centrifuge experiments were performed to study the dominant mechanisms of seismically induced sett
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7c198c24c9fba8be724b2ade3244d91c
https://doi.org/10.1061/(asce)gt.1943-5606.0000306
https://doi.org/10.1061/(asce)gt.1943-5606.0000306
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 136:151-164
Seismically induced settlement of buildings with shallow foundations on liquefiable soils has resulted in significant damage in recent earthquakes. Engineers still largely estimate seismic building settlement using procedures developed to calculate p
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::83e112dd725cca42010606fe5a17c24c
https://doi.org/10.1061/(asce)gt.1943-5606.0000179
https://doi.org/10.1061/(asce)gt.1943-5606.0000179