المؤلفون: Lucia Mele, Stefania Lirer, Alessandro Flora

المصدر: Soils and Foundations, Vol 64, Iss 3, Pp 101466- (2024)

مصطلحات موضوعية: Apparent viscosity, Simple shear tests, Viscosity-based excess pore water pressure generation model, Pseudo-plastic behaviour, Liquefied soils, Engineering geology. Rock mechanics. Soil mechanics. Underground construction, TA703-712

وصف الملف: electronic resource

Relation: http://www.sciencedirect.com/science/article/pii/S0038080624000441; https://doaj.org/toc/2524-1788

URL الوصول: https://doaj.org/article/1f7269a03eac4a00970cfa1c0b297dc1

المؤلفون: Mele Lucia, Lirer Stefania, Flora Alessandro

المصدر: E3S Web of Conferences, Vol 544, p 14001 (2024)

مصطلحات موضوعية: apparent viscosity, liquefied soils, 1d non-linear site response analysis, Environmental sciences, GE1-350

Relation: https://www.e3s-conferences.org/articles/e3sconf/pdf/2024/74/e3sconf_is-porto2024_14001.pdf; https://doaj.org/toc/2267-1242; https://doaj.org/article/d9326a31f73f49caa43061f09aa96355

الاتاحة: https://doi.org/10.1051/e3sconf/202454414001
https://doaj.org/article/d9326a31f73f49caa43061f09aa96355

المساهمون: The Pennsylvania State University CiteSeerX Archives

المصدر: http://www.ctta.org/english/english/articals/506 chou.pdf.

مصطلحات موضوعية: Liquefaction and liquefied soils, Uplift, Shield tunnel, Liquefaction-induced settlement, Secondary injection grouting

وصف الملف: application/pdf

Relation: http://citeseerx.ist.psu.edu/viewdoc/summary?doi=10.1.1.614.6623; http://www.ctta.org/english/english/articals/506 chou.pdf

الاتاحة: http://citeseerx.ist.psu.edu/viewdoc/summary?doi=10.1.1.614.6623
http://www.ctta.org/english/english/articals/506 chou.pdf

المؤلفون: Taiebat, M, Jeremic, B, Dafalias, YF, Kaynia, AM, Cheng, Z

مصطلحات موضوعية: Constitutive modeling, Earthquake, Liquefaction, Numerical analysis, Wave propagation, Engineering, Geological, Geosciences, Multidisciplinary, 3D Finite element, Dissipation of excess pore water pressure, Earthquake response, Earthquake shaking, Fully-coupled, Liquefied soils, Numerical tools, Pore fluids, Saturated porous media, Saturated sand, Solid-fluid interactions, Verification and validation, Constitutive models, Dynamic response, Porous materials, Seismic waves, Soil liquefaction, Three dimensional, Water, Earthquakes, earthquake engineering

Relation: ISI:000274705800007; 30; 236; 257

الاتاحة: https://doi.org/10.1016/j.soildyn.2009.11.003

المؤلفون: Valsamis, A, Bouckovalas, G, Drakopoulos, E

مصطلحات موضوعية: Lateral spreading, Liquefaction, Numerical investigation, Single piles, 3-D numerical analysis, Basic parameters, Deep foundations, Design charts, Ground failure, Ground surfaces, Horizontal displacements, Liquefied ground, Liquefied soils, Mechanical characteristics, Numerical investigations, P-y method, Parametric analysis, Pile behavior, Pile head, Pseudostatic, Sloping ground, Systematic analysis, Geotechnical engineering, Numerical analysis, Soil liquefaction, Soil mechanics, Piles

Relation: 48; 51

الاتاحة: https://doi.org/10.3233/978-1-60750-031-5-48