| Influence of peripheral velocity on vane shear strength of an artificial clay G Biscontin, JM Pestana Geotechnical Testing Journal 24 (4), 423-429, 2001 | 237 | 2001 |
| Seafloor-riser interaction model CP Aubeny, G Biscontin International Journal of Geomechanics 9 (3), 133-141, 2009 | 127 | 2009 |
| Seismic triggering of submarine slides in soft cohesive soil deposits G Biscontin, JM Pestana, F Nadim Marine Geology 203 (3-4), 341-354, 2004 | 119 | 2004 |
| 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 | 79 | 2021 |
| Experimental validation study of 3D direct simple shear DEM simulations ML Bernhardt, G Biscontin Soils and Foundations 56 (3), 336-347, 2016 | 75 | 2016 |
| 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 | 69 | 2021 |
| Factors affecting seismic response of submarine slopes G Biscontin, JM Pestana Natural Hazards and Earth System Sciences 6 (1), 97-107, 2006 | 66 | 2006 |
| Interaction model for steel compliant riser on soft seabed C Aubeny, G Biscontin SPE Projects, Facilities & Construction 3 (03), 1-6, 2008 | 57 | 2008 |
| Seafloor interaction with steel catenary risers CP Aubeny, G Biscontin, J Zhang Offshore Technology Research Center Final Report. Library Number: 9/06A173, 2006 | 57 | 2006 |
| Probabilistic soil identification based on cone penetration tests BC Jung, P Gardoni, A Biscontin Géotechnique 58 (7), 591-603, 2008 | 54 | 2008 |
| 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 | 50 | 2000 |
| 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 | 46 | 2022 |
| 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 | 46 | 2012 |
| 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 | 38 | 2007 |
| 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 | 37 | 2019 |
| 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 | 34 | 2015 |
| 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 | 28 | 1999 |
| Development of a multidirectional simple shear testing device CJ Rutherford, G Biscontin Geotechnical Testing Journal 36 (6), 858-866, 2013 | 26 | 2013 |
| Seismic triggering of submarine slides F Nadim, G Biscontin, AM Kaynia Offshore technology conference, OTC-18911-MS, 2007 | 26 | 2007 |
| Tensile strength of artificially cemented sandstone generated via microbially induced carbonate precipitation C Konstantinou, G Biscontin, F Logothetis Materials 14 (16), 4735, 2021 | 25 | 2021 |
Charles P AubenyTexas A&M University在 civil.tamu.edu 的电子邮件经过验证
