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Giovanna Biscontin, Ph.D. - Publications

Affiliations: 
2001 University of California, Berkeley, Berkeley, CA, United States 
Area:
Geotechnology, Civil Engineering, Petroleum Engineering
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38 high-probability publications. We are testing a new system for linking publications to authors. You can help! If you notice any inaccuracies, please sign in and mark papers as correct or incorrect matches. If you identify any major omissions or other inaccuracies in the publication list, please let us know.

Year Citation  Score
2019 Beemer RD, Biscontin G, Aubeny CP. Centrifuge 2D Gravity on a Vertical Rotational Reference Frame International Journal of Physical Modelling in Geotechnics. 19: 15-26. DOI: 10.1680/Jphmg.16.00055  0.315
2019 Murali M, Grajales-Saavedra FJ, Beemer RD, Aubeny CP, Biscontin G. Capacity of Short Piles and Caissons in Soft Clay from Geotechnical Centrifuge Tests Journal of Geotechnical and Geoenvironmental Engineering. 145: 4019079. DOI: 10.1061/(Asce)Gt.1943-5606.0002091  0.445
2018 Nouri HR, Biscontin G, Aubeny CP. Effect of combined translation and torsion on undrained uplift capacity of plate anchors: Plastic limit analysis (PLA) solution International Journal For Numerical and Analytical Methods in Geomechanics. 42: 1567-1591. DOI: 10.1002/Nag.2791  0.388
2017 Nouri H, Biscontin G, Aubeny CP. Numerical prediction of undrained response of plate anchors under combined translation and torsion Computers and Geotechnics. 81: 39-48. DOI: 10.1016/J.Compgeo.2016.07.008  0.356
2016 Beemer RD, Shaughnessy E, Ewert KR, Boardman N, Biscontin G, Aubeny CP, Grajales FJ. The Use of Sodium Pyrophosphate to Improve a Translucent Clay Simulate Geotechnical Special Publication. 2016: 83-93. DOI: 10.1061/9780784480151.009  0.35
2016 Bernhardt ML, Biscontin G, O׳Sullivan C. Experimental validation study of 3D direct simple shear DEM simulations Soils and Foundations. 56: 336-347. DOI: 10.1016/J.Sandf.2016.04.002  0.387
2015 Zhang Y, Bernhardt M, Biscontin G, Luo R, Lytton RL. A generalized Drucker–Prager viscoplastic yield surface model for asphalt concrete Materials and Structures/Materiaux Et Constructions. 48: 3585-3601. DOI: 10.1617/S11527-014-0425-1  0.352
2015 Biscontin G, Ahn J. Measuring stiffness of soils in situ Computer Methods and Recent Advances in Geomechanics - Proceedings of the 14th Int. Conference of International Association For Computer Methods and Recent Advances in Geomechanics, Iacmag 2014. 3-12.  0.376
2015 Murali M, Biscontin G, Aubeny C. Soil strength from geophysical measurements for soft clays Proceedings of the International Offshore and Polar Engineering Conference. 2015: 1076-1082.  0.327
2014 Bernhardt ML, Biscontin G, O'Sullivan C. 3D discrete element method simulations of a laminar-type simple shear apparatus Geotechnical Special Publication. 614-623. DOI: 10.1061/9780784413272.059  0.318
2014 Nouri H, Biscontin G, Aubeny CP. Undrained sliding resistance of shallow foundations subject to torsion Journal of Geotechnical and Geoenvironmental Engineering. 140. DOI: 10.1061/(Asce)Gt.1943-5606.0001138  0.4
2013 Rutherford CJ, Biscontin G. Development of a multidirectional simple shear testing device Geotechnical Testing Journal. 36. DOI: 10.1520/Gtj20120173  0.461
2012 Bernhardt ML, O'sullivan C, Biscontin G. Macro- and micro-scale effects of pluviation based sample preparation in DEM Geotechnical Special Publication. 2392-2401. DOI: 10.1061/9780784412121.245  0.366
2012 Nouri H, Biscontin G, Aubeny C. Numerical analysis of shallow foundations under combined horizontal and torsional loading Geotechnical Special Publication. 346-355. DOI: 10.1061/9780784412121.036  0.305
2012 Kitajima H, Chester FM, Biscontin G. Mechanical and hydraulic properties of Nankai accretionary prism sediments: Effect of stress path Geochemistry, Geophysics, Geosystems. 13. DOI: 10.1029/2012Gc004124  0.363
2011 Ahn J, Biscontin G, Roësset JM. Natural frequency and damping ratio of a vertically vibrated surface foundation Soil Dynamics and Earthquake Engineering. 31: 674-681. DOI: 10.1016/J.Soildyn.2010.12.006  0.395
2011 Nouri H, Biscontin G, Aubeny C. Numerical simulation of plate anchors under combined translational and torsional undrained loading Computer Methods For Geomechanics: Frontiers and New Applications. 2: 891-898.  0.319
2011 Nouri H, Biscontin G, Aubeny C. Plastic limit solution for the response of plate anchors under combined translational and torsional undrained loading Proceedings of the International Offshore and Polar Engineering Conference. 455-462.  0.305
2010 Park JK, Gardoni P, Biscontin G. Estimation of soil properties and deformations in staged constructions based on mcmc method Geotechnical Special Publication. 1885-1894. DOI: 10.1061/41095(365)191  0.331
2009 Jung BC, Biscontin G, Gardoni P. Bayesian updating of a unified soil compression model Georisk. 3: 87-96. DOI: 10.1080/17499510802552885  0.436
2009 Aubeny CP, Biscontin G. Seafloor-riser interaction model International Journal of Geomechanics. 9: 133-141. DOI: 10.1061/(Asce)1532-3641(2009)9:3(133)  0.464
2009 Ahn J, Biscontin G, Roësset JM. Wave propagation velocity under a vertically vibrated surface foundation International Journal For Numerical and Analytical Methods in Geomechanics. 33: 1153-1167. DOI: 10.1002/Nag.759  0.427
2009 Ahn J, Biscontin G, Roesset JM. Wave propagation in nonlinear one-dimensional soil model International Journal For Numerical and Analytical Methods in Geomechanics. 33: 487-509. DOI: 10.1002/Nag.724  0.388
2008 Aubeny C, Biscontin G. Interaction model for steel compliant riser on soft seabed Spe Projects, Facilities and Construction. 3. DOI: 10.2118/120077-Pa  0.458
2008 Jung BC, Gardoni P, Biscontin G. Probabilistic soil identification based on cone penetration tests Geotechnique. 58: 591-603. DOI: 10.1680/Geot.2008.58.7.591  0.392
2008 Ahn J, Biscontin G, Roësset JM. Wave propagation under vertically excited surface foundation Geotechnical Special Publication. DOI: 10.1061/40975(318)137  0.358
2008 You J, Biscontin G, Aubeny CP. Seafloor interaction with steel catenary risers Proceedings of the International Offshore and Polar Engineering Conference. 110-117.  0.367
2007 Ahn J, Biscontin G, Roësset JM. Wave propagation due to sinusoidal excitation in nonlinear one-dimensional soil column Geotechnical Special Publication. DOI: 10.1061/40904(223)9  0.316
2007 Biscontin G, Cola S, Pestana JM, Simonini P. Unified compression model for venice lagoon natural silts Journal of Geotechnical and Geoenvironmental Engineering. 133: 932-942. DOI: 10.1061/(Asce)1090-0241(2007)133:8(932)  0.456
2007 Jung BC, Gardoni P, Biscontin G. Probabilistic soil classification based on cone penetration tests Applications of Statistics and Probability in Civil Engineering - Proceedings of the 10th International Conference On Applications of Statistics and Probability, Icasp10. 451-452.  0.304
2006 Biscontin G, Pestana JM. Factors affecting seismic response of submarine slopes Natural Hazards and Earth System Science. 6: 97-107. DOI: 10.5194/Nhess-6-97-2006  0.488
2006 Rutherford CJ, Biscontin G, Koutsoftas D, Briaud JL. Numerical modeling of deep soil mixing excavation support Geocongress 2006: Geotechnical Engineering in the Information Technology Age. 2006: 250. DOI: 10.1061/40803(187)250  0.361
2006 Jung BC, Biscontin G. Modeling of strain rate effects on clay in simple shear Geocongress 2006: Geotechnical Engineering in the Information Technology Age. 2006: 161. DOI: 10.1061/40803(187)161  0.33
2005 Biscontin G, Pestana JM. Modeling of soft clays response for seismic triggering of submarine slides Geotechnical Special Publication. 2539-2548.  0.377
2004 Biscontin G, Pestana JM, Nadim F. Seismic triggering of submarine slides in soft cohesive soil deposits Marine Geology. 203: 341-354. DOI: 10.1016/S0025-3227(03)00314-1  0.484
2003 Biscontin G, Pestana JM. Seismic response of submarine slopes Proceedings of the International Conference On Offshore Mechanics and Arctic Engineering - Omae. 3: 867-874. DOI: 10.1115/OMAE2003-37500  0.409
2001 Biscontin G, Pestana JM. Influence of Peripheral Velocity on Vane Shear Strength of an Artificial Clay Geotechnical Testing Journal. 24: 423-429. DOI: 10.1520/Gtj11140J  0.384
2000 Pestana JM, Biscontin G, Nadim F, Andersen K. Modeling cyclic behavior of lightly overconsolidated clays in simple shear Soil Dynamics and Earthquake Engineering. 19: 501-519. DOI: 10.1016/S0267-7261(00)00032-4  0.48
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