Results 141 to 150 of about 50,173 (290)

Unified Permeability Modeling for Transitional Darcy/Non‐Darcy Flow Based on 3D Pore‐Level Numerical Flow Tests

open access: yesInternational Journal for Numerical and Analytical Methods in Geomechanics, EarlyView.
ABSTRACT This study presents a unified representation of the seepage characteristics of virtual soil, such as the transition zone from low‐velocity Darcy flow to high‐velocity non‐Darcy flow, by conducting 3D pore‐level fluid simulations. The process of defining a virtual test region as a representative volume element (RVE) and then assessing the ...
Reika Nomura   +4 more
wiley   +1 more source

Geotechnical and infrastructural damage due to the 2016 Kumamoto earthquake sequence

open access: green, 2017
Subhamoy Bhattacharya   +8 more
openalex   +2 more sources

New Technology of Precise Geophysical Exploration for Geotechnical Engineering

open access: diamond, 2020
Zhong Shihang   +5 more
openalex   +1 more source

Numerical Instability in Slope Stability Analysis: A Finite Difference Approach

open access: yesInternational Journal for Numerical and Analytical Methods in Geomechanics, EarlyView.
ABSTRACT In geotechnical engineering, slice methods are the most widely used computational techniques for analyzing slope stability. Notably, the Morgenstern‐Price and Janbu approaches rigorously enforce the equilibrium of forces and moments within these slice methods.
Jean‐Pierre Bardet
wiley   +1 more source

Geodesy in Geotechnics\ud [PDF]

open access: yes, 2010
Geodetic methods are one of the possible means of determining the stability of geotechnical objects. The determination of the displacements of the geotechnical objects is specific due to the size and the expected displacements.
Ambrožič, Tomaž   +5 more
core  

Ground Vibration Attenuation Induced by Gabion and Concrete Mats

open access: yesInternational Journal for Numerical and Analytical Methods in Geomechanics, EarlyView.
ABSTRACT This paper presents a numerical investigation of the ground vibration attenuation promoted by gabion and concrete mats. The analyses employ a coupled boundary‐finite element model, in which the mat is modeled as a flexible plate in fully bonded contact with the surface of an unbounded, linear‐elastic half‐space representing the soil.
Leonardo A. Marques   +3 more
wiley   +1 more source

Geotechnical Zoning of Mexico Valley Subsoil [PDF]

open access: bronze, 2016
Moisés Juárez-Camarena   +2 more
openalex   +1 more source

Bearing Capacity of Tension Steel Piles in Thinly Inter‐Layered Soils: Numerical Class‐A Prediction vs. Field Measurements

open access: yesInternational Journal for Numerical and Analytical Methods in Geomechanics, EarlyView.
ABSTRACT This study investigates the bearing capacity of tension piles and pile‐soil interaction during loading. Discrepancies between predicted and measured bearing capacities in previous tests motivated the study, where analytical methods showed considerable scatter and uncertainties in design.
Diaa Alkateeb, Jürgen Grabe
wiley   +1 more source

Home - About - Disclaimer - Privacy