关注
Giovanna Biscontin
Giovanna Biscontin
Program Director, National Science Foundation
在 nsf.gov 的电子邮件经过验证
标题
引用次数
引用次数
年份
Influence of peripheral velocity on vane shear strength of an artificial clay
G Biscontin, JM Pestana
Geotechnical Testing Journal 24 (4), 423-429, 2001
2372001
Seafloor-riser interaction model
CP Aubeny, G Biscontin
International Journal of Geomechanics 9 (3), 133-141, 2009
1272009
Seismic triggering of submarine slides in soft cohesive soil deposits
G Biscontin, JM Pestana, F Nadim
Marine Geology 203 (3-4), 341-354, 2004
1192004
Application of microbially induced carbonate precipitation to form bio-cemented artificial sandstone
C Konstantinou, G Biscontin, NJ Jiang, K Soga
Journal of Rock Mechanics and Geotechnical Engineering 13 (3), 579-592, 2021
792021
Experimental validation study of 3D direct simple shear DEM simulations
ML Bernhardt, G Biscontin
Soils and Foundations 56 (3), 336-347, 2016
752016
The role of bacterial urease activity on the uniformity of carbonate precipitation profiles of bio-treated coarse sand specimens
C Konstantinou, Y Wang, G Biscontin, K Soga
Scientific reports 11 (1), 6161, 2021
692021
Factors affecting seismic response of submarine slopes
G Biscontin, JM Pestana
Natural Hazards and Earth System Sciences 6 (1), 97-107, 2006
662006
Interaction model for steel compliant riser on soft seabed
C Aubeny, G Biscontin
SPE Projects, Facilities & Construction 3 (03), 1-6, 2008
572008
Seafloor interaction with steel catenary risers
CP Aubeny, G Biscontin, J Zhang
Offshore Technology Research Center Final Report. Library Number: 9/06A173, 2006
572006
Probabilistic soil identification based on cone penetration tests
BC Jung, P Gardoni, A Biscontin
Géotechnique 58 (7), 591-603, 2008
542008
Modeling cyclic behavior of lightly overconsolidated clays in simple shear
JM Pestana, G Biscontin, F Nadim, K Andersen
Soil Dynamics and Earthquake Engineering 19 (7), 501-519, 2000
502000
Use of microfluidic experiments to optimize MICP treatment protocols for effective strength enhancement of MICP-treated sandy soils
Y Wang, C Konstantinou, K Soga, G Biscontin, AJ Kabla
Acta Geotechnica 17 (9), 3817-3838, 2022
462022
Mechanical and hydraulic properties of Nankai accretionary prism sediments: Effect of stress path
H Kitajima, FM Chester, G Biscontin
Geochemistry, Geophysics, Geosystems 13 (10), 2012
462012
Unified compression model for Venice lagoon natural silts
G Biscontin, S Cola, JM Pestana, P Simonini
Journal of geotechnical and geoenvironmental engineering 133 (8), 932-942, 2007
382007
Scalable and modular material point method for large-scale simulations
K Kumar, J Salmond, S Kularathna, C Wilkes, E Tjung, G Biscontin, ...
arXiv preprint arXiv:1909.13380, 2019
372019
A generalized Drucker–Prager viscoplastic yield surface model for asphalt concrete
Y Zhang, M Bernhardt, G Biscontin, R Luo, RL Lytton
Materials and Structures 48, 3585-3601, 2015
342015
Influence of peripheral velocity on undrained shear strength and deformability characteristics of a bentonite-kaolinite mixture
G Biscontin, JM Pestana
University of California, Department of Civil Engineering, 1999
281999
Development of a multidirectional simple shear testing device
CJ Rutherford, G Biscontin
Geotechnical Testing Journal 36 (6), 858-866, 2013
262013
Seismic triggering of submarine slides
F Nadim, G Biscontin, AM Kaynia
Offshore technology conference, OTC-18911-MS, 2007
262007
Tensile strength of artificially cemented sandstone generated via microbially induced carbonate precipitation
C Konstantinou, G Biscontin, F Logothetis
Materials 14 (16), 4735, 2021
252021
系统目前无法执行此操作,请稍后再试。
文章 1–20