Results 1 to 10 of about 18,792 (221)

Study on longitudinal nonlinear deformation of adjacent existing tunnels induced by deep foundation excavation [PDF]

open access: yesScientific Reports
The simplified calculation methods for predicting the longitudinal deformation of neighboring existing tunnels caused by deep foundation excavation in engineering practice all use linear foundation model to interact with tunnel structure, and less use of
Honghua Zhao, Yutao Song
doaj   +2 more sources

Free Vibration and Buckling Analyses of Nanobeam Embedded in Pasternak Foundation [PDF]

open access: yesMechanics of Advanced Composite Structures, 2023
In this paper, free transverse vibration and buckling analyses of a nanobeam are presented by coupling the Euler-Bernoulli beam (EBT) theory and Eringen’s nonlocal elasticity theory. The nanobeam is embedded in the Pasternak foundation. Hamilton’s energy
Yajuvindra Kumar, Imran Ali
doaj   +2 more sources

Investigation of deformation of existing tunnel due to above excavation unloading considering tunnel lateral response [PDF]

open access: yesScientific Reports
The safety of underlying metro tunnels is significantly compromised when the excavation of the overlying foundation pit is not properly conducted. Currently, research on the longitudinal deformation of tunnels induced by upper excavation typically relies
Libo Xu   +3 more
doaj   +2 more sources

Bending and vibration behavior of functionally graded piezoelectric nanobeams considering dynamic flexoelectric and surface effects [PDF]

open access: yesScientific Reports
This paper develops a more comprehensive theoretical model for functionally graded material (FGM) piezoelectric nanobeams. The model incorporates a Winkler–Pasternak linear elastic foundation and fully accounts for the effects of dynamic flexoelectric ...
Peng Wang   +3 more
doaj   +2 more sources

Analytical solution for deformation of an existing tunnel induced by shield tunnelling overcrossing in complex strata [PDF]

open access: yesScientific Reports
This study investigates the influence of new tunnel construction which traverses above existing shield tunnels on the vertical displacement behavior in complex strata. Through the introduction of state vectors for soil layers, the displacement and stress
Kan Huang   +6 more
doaj   +2 more sources

DYNAMIC STABILITY OF A CRACKED PIPE CONVEYING FLUID AND RESTING ON A PASTERNAK ELASTIC FOUNDATION [PDF]

open access: yesScientific Journal of Silesian University of Technology. Series Transport, 2022
Pipeline transport is used worldwide in many sectors of the economy. Its main advantages are continuity of transport, large transportation volumes, small energy consumption, safety, reliability and high environmental benefits.
Dimitar LOLOV, Svetlana LILKOVA-MARKOVA
doaj   +1 more source

Free Vibration Analysis of Tapered Rayleigh Beams resting on Variable Two-Parameter Elastic Foundation

open access: yesForces in Mechanics, 2023
This study aims at analyzing the effect of variable foundation parameters on the natural frequencies of a prestressed tapered Rayleigh beam having general elastically restrained ends.
Olanrewaju T. Olotu   +2 more
doaj   +1 more source

Dynamic analysis of bio-inspired helicoid laminated composite plates resting on Pasternak foundation excited by explosive loading

open access: yesDefence Technology, 2023
This paper uses isogeometric analysis (IGA) based on higher-order shear deformation theory (HSDT) to study the dynamic response of bio-inspired helicoid laminated composite (B-iHLC) plates resting on Pasternak foundation (PF) excited by explosive loading.
Ngoc-Tu Do, Quoc-Hoa Pham
doaj   +1 more source

Thermoelastic Vibrations of Nonlocal Nanobeams Resting on a ‎Pasternak Foundation via DPL Model [PDF]

open access: yesJournal of Applied and Computational Mechanics, 2021
The present work introduces the thermoelastic vibrations of nonlocal nanobeams resting on a two-parameter foundation. The governing equations are formulated for linear Winkler–Pasternak foundation type based on the generalized dual-phase-lag heat ...
Mohamed E. Nasr   +3 more
doaj   +1 more source

Application of nonlinear soil resistance-pile lateral displacement curve based on Pasternak foundation model in foundation pit retaining piles

open access: yesRock and Soil Mechanics, 2022
As a direct retaining structure in the process of foundation pit excavation, the internal force and deformation of pile under horizontal load have great influence on the safety and economy of foundation pit engineering. In order to calculate the internal
ZHU Yan-peng   +5 more
doaj   +1 more source

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