Keywords: فشار آب منفی بیش از حد; Ground vibration; Moving train loads; Transversely isotropic saturated soil; 2.5D FEM; Excess pore water pressure;
مقالات ISI فشار آب منفی بیش از حد (ترجمه نشده)
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در صورتی که به ترجمه آماده هر یک از مقالات زیر نیاز داشته باشید، می توانید سفارش دهید تا مترجمان با تجربه این مجموعه در اسرع وقت آن را برای شما ترجمه نمایند.
Keywords: فشار آب منفی بیش از حد; Analytical methods; Excess pore water pressure; Saturated sandy ground; Slurry shield; Penetrated zone;
Keywords: فشار آب منفی بیش از حد; Snow load; Field-based monitoring; Quick clay; Undrained loading; Excess pore water pressure; Permeability;
Keywords: فشار آب منفی بیش از حد; Small earth dam; Full-scale shaking table test; Geosynthetic clay liner; Residual deformation; Excess pore water pressure;
Keywords: فشار آب منفی بیش از حد; Dynamic finite element analysis; Cyclic Mobility model; Saturated clay; Excess pore water pressure; Settlement of metro tunnel; Permeability;
Keywords: فشار آب منفی بیش از حد; Excess pore water pressure; Dynamic triaxial test; Reverse fluid-solid coupling theory; Asphalt mixture;
Keywords: فشار آب منفی بیش از حد; Electro-osmotic consolidation; Variable soil properties; Analytical solution; Numerical simulation; Excess pore water pressure; Degree of consolidation;
Keywords: فشار آب منفی بیش از حد; Train-induced vibration; Soil-water coupling dynamic analysis; Cyclic Mobility model; Saturated clay; Excess pore water pressure; Train-induced settlement;
Keywords: فشار آب منفی بیش از حد; Electro-osmotic consolidation; Numerical simulation; Excess pore water pressure; Degree of consolidation; Settlement;
Keywords: فشار آب منفی بیش از حد; Lateral spreading; Fully coupled dynamic analysis; Excess pore water pressure; Lateral displacement;
Keywords: فشار آب منفی بیش از حد; Cyclic triaxial testing; Strain-controlled test; Excess pore water pressure; Cyclic settlement; Volumetric strain; Threshold shear strain; Liquefaction of sand;
Keywords: فشار آب منفی بیش از حد; Liquefaction; Embankment; Deformation; Non-homogeneous foundation; Centrifuge model test; Excess pore water pressure;
Keywords: فشار آب منفی بیش از حد; Impeded drainage; Drainage boundary condition; Excess pore water pressure; Degree of consolidation; Layered soil; Laplace transform and its inverse;
Calculation and analysis for the time-dependency of settlement of the single-driven pile in double-layered soft clay
Keywords: فشار آب منفی بیش از حد; Time-dependency of settlement; Double-layered soft clay; Single-driven pile; Excess pore water pressure; Three-dimensional consolidation
Centrifuge model tests on liquefaction-induced settlement and pore water migration in non-homogeneous soil deposits
Keywords: فشار آب منفی بیش از حد; Liquefaction; Non-homogeneity; Centrifuge model test; Excess pore water pressure; Non-uniform settlement
Factors affecting the shear strength of mine tailings/clay mixtures with varying clay content and clay mineralogy
Keywords: فشار آب منفی بیش از حد; Mine tailings; Drainage conditions; Excess pore water pressure; Friction angle; Slope failure
Study on a failed dip slope with a thin sandy layer in 2004 Niigata-ken Chuetsu Earthquake
Keywords: فشار آب منفی بیش از حد; Triaxial compression tests; Extended Newmark and Janbu method; Earthquake-induced slope failure; Excess pore water pressure; Dip slope
3D coupled mechanical and hydraulic modeling of a geosynthetic-reinforced deep mixed column-supported embankment
Keywords: فشار آب منفی بیش از حد; Coupled modeling; Three-dimensional; Geosynthetic-reinforced column-supported embankment; Settlement; Tension; Excess pore water pressure
Numerical modelling of nonlinear response of soil. Part 2: Strain localization investigation on sand
Keywords: فشار آب منفی بیش از حد; Strain localization; Interaction; Soil permeability; Suction; Cavitations; Fluid and solid; Excess pore water pressure