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Macro-element modeling for single pile and pile group
Développement numérique d’un macro-elément pour le calcul des pieux sous sollicitation axiales, transversales et groupe de pieux La méthode proposée présente une analyse simple de l’interaction sol-structure (SSI) pour le calcul des pieux sous sollicitation axiales, transversales et groupe de pieux.openaire +1 more source
Experimental Studies on Model Single Pile and Pile Groups Subjected to Torque
2018Many structures namely tall buildings, offshore platforms, bridge bents and electric transmission towers are subjected to lateral loads of considerable magnitude due to wind and wave actions, ship impacts, or high-speed vehicles. Significant torsional forces can be transferred to the foundation of transmission towers due to the laterally loaded high ...
Sagar Mehra, Ashutosh Trivedi
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Calibration of settlement analysis models for single piles and pile groups
2014The design of a geotechnical work should satisfy both the ultimate limit state (ULS) and serviceability limit state (SLS) requirements. The limit state design approach addresses various performance requirements and aims to accommodate uncertainties in design. Presently, most limit state design codes use reliability principles for ultimate limit states.
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Centrifuge modeling of single pile-shallow foundation interaction in reverse fault
Soil Dynamics and Earthquake Engineering, 2021Junchen Zhang +2 more
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Single Piles and Pile Groups Under Lateral Loading
2010Lymon C. Reese, William F. Van Impe
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Performance of single-slope double-basin solar stills with small pile of wick materials
Applied Thermal Engineering, 2019Kalpesh V Modi
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