Results 141 to 150 of about 123,144 (330)

A contact problem aplication for the local behaviour of soil pile interaction [PDF]

, 2017
In geotechnical engineering, the main parameter for the performance of structures such as reinforced walls or deep foundations is often the shaft bearing capacity.
Baeßler, Matthias, Bronsert, Jeffrey, Dutto, Paola, Kullolli, Borana, Stutz, Henning   +4 more
core  

Large Deformation Pile‐soil Interaction Under Lateral Vehicle Impact Using Hybrid SPH+FEM and EFG+FEM Models

International Journal for Numerical and Analytical Methods in Geomechanics, EarlyView.
ABSTRACT This study presents large deformation computational methods to simulate lateral vehicular impacts on steel piles in granular soil. Soil‐mounted longitudinal barrier systems rely on energy dissipation in both the piles and the surrounding soil to safely redirect errant vehicles, so dynamic pile‐soil interaction is important for design ...
Tewodros Y. Yosef, Chen Fang, Seunghee Kim, Ronald K. Faller, Quasi A. Almari, Mojtaba Atash Bahar, Gnyarienn S. Kumar   +6 more
wiley   +1 more source

Triaxial compression tests on a crushable sand in dry and wet conditions [PDF]

, 2015
A calcareous sand from the Persian Gulf is subjected to a series of dry and fully drained saturated triaxial shear tests. The samples are prepared at relative densities of 65% and either left dry or saturated. They are consolidated to confining pressures
Haegeman, Wim, Van Impe, PO, Wils, L
core   +1 more source

Hands On Geotechnical Engineering At The Undergraduate Level [PDF]

, 2020
Jay S. DeNatale, Gregg L. Fiegel
openalex   +1 more source

High‐Density Polyethylene/Graphene Polymer Nanocomposites Used as Geogrids

Polymer Composites, EarlyView.
High‐performance geogrids made from HDPE and graphene. ABSTRACT This study investigates the development of high‐density polyethylene (HDPE) nanocomposites reinforced with graphene (G), aiming to apply them in the production of geogrids for geotechnical use.
Paulo A. C. Luz, Danilo D. Siqueira, Natalia F. Braga, Patrícia M. S. Souza, Guilhermino J. M. Fechine   +4 more
wiley   +1 more source

Dissipated energy in undrained cyclic triaxial tests [PDF]

, 2015
Energy-based methods are an emerging tool for the evaluation of liquefaction potential. These methods relate excess pore water pressure build-up to seismic energy dissipated per unit volume.
Azeiteiro, RJN, Coelho, PALF, Grazina, JC, Taborda, DMG   +3 more
core  

Developing A Body Of Knowledge For Civil Engineering Specialization: Geotechnical Engineering [PDF]

, 2020
Kevin Sutterer
openalex   +1 more source

Permafrost Mass Wasting in Ice‐Rich Landscapes: Recent Advances (2013 to 2024) on Mechanisms, Dynamics and Impacts

Permafrost and Periglacial Processes, EarlyView.
ABSTRACT Across circumpolar permafrost regions, climate change is destabilizing ice‐rich hillslopes, increasing the frequency and magnitude of thaw‐driven mass wasting. This paper reviews recent studies (2013–2024) on thaw‐driven mass wasting, focusing on the processes, morphology and trajectories of geomorphic change and their implications for ...
J. M. Young, L. Farquharson, J. Luo, N. Nesterova, J. van der Sluijs, S. V. Kokelj   +5 more
wiley   +1 more source

Airport veer-off risk assessment: An italian case study [PDF]

, 2017
The objective of this paper is to assess the veer-off risk of an Italian airport that is characterized for having near 12,000 annual movements. The name of this airport is not disclosed for security purposes.
Cantisani, Giuseppe, Caro Spinel, Silvia, Moretti, Laura   +2 more
core  

Geotechnical properties of Ajali Sandstone in Enugu, Nigeria for engineering use

, 2019
M.E. Okiotor, R Arumala, K Ejairu, E.D. Ogueh   +3 more
openalex   +2 more sources