Results 21 to 30 of about 2,297,694 (287)

Field Tests of Super-Long and Large-Diameter Drilled Shaft Pile Foundations

open access: yesAdvances in Civil Engineering, 2020
This study investigated the compressive behaviour of super-long pile foundations with large diameters. Three 52 m, 73 m, and 83 m long piles with a diameter of 1500 mm, 1500 mm, and 1800 mm were cast and tested, respectively. Given that large loading was
Peisen Wang   +5 more
doaj   +1 more source

Nonlinear dynamics of a rotating shaft with a breathing crack [PDF]

open access: yes, 2011
In this paper, the effects of a breathing crack on the vibratory characteris- tics of a rotating shaft are investigated. A new, simple and robust model composed of two rigid bars connected with a nonlinear flexural spring is proposed.
Saber El Arem   +3 more
core   +1 more source

Investigation on Centrifugal Pump Shaft: A Comparison Study of the SME and the Imported Product [PDF]

open access: yes, 2012
The implementation of the ASEAN-China Free Trade Agreement (ACFTA) forces the small and medium enterprises to have a high competition between the manufacturer from China and the ASEAN member countries.
S, Sugiyanto   +3 more
core   +1 more source

Resistance factor calculations for LRFD of driven piles based on setup effects

open access: yesResults in Physics, 2018
Setup effects, one of a large number of uncertainties in geotechnical engineering, can strongly enhance the bearing capacity (ultimate resistance) of driven piles after initial installation, especially for ultimate shaft resistance.
Xiaoya Bian, Zhijun Xu, Jun Zhang
doaj   +1 more source

Lateral bearing capacity of large-diameter pile foundation based on hardening and softening models of side resistance

open access: yesYantu gongcheng xuebao, 2018
From the perspective of the vertical shaft resistance producing significant contribution to the lateral bearing capacity of large-diameter pile foundation, the numerical and analytical solutions are firstly established for pile shaft resisting moment per
ZHU Ming-xing 1,2, LU Hong-qian 1, DAI Guo-liang 2, WAN Zhi-hui 2, GONG Wei-ming 2
doaj   +1 more source

Depth-Dependent Load-Transfer Variability in Three Ultralong Bored Piles: Evidence from Full-Scale Load Tests

open access: yesBuildings
Ultralong postgrouted bored piles constructed with the same design configuration may exhibit different internal load-transfer behaviour that is not fully reflected by pile-head load–settlement curves.
Jiang Han   +3 more
doaj   +1 more source

Internal torsion resistance in deflected shafts

open access: yesAlexandria Engineering Journal, 2017
Most of the shaft theories have based their analysis on bending moment, twisting moment or combined between them. Nevertheless, the dynamic behavior of flexural-torsional coupled vibrations in the rotating shafts is affected by the internal resistance forces due to torsion.
Mahmoud T. El-Sayed   +3 more
openaire   +2 more sources

Piles for offshore wind turbines: A state of the art review [PDF]

open access: yes, 2012
The paper considers the current state of the art for estimating the pull-out capacity of driven open-ended piles used to support wind turbine foundations founded on sand.
Igoe, David   +2 more
core   +1 more source

Experimental Research Based on the Optical Fiber Sensing Technology for a Jacked PHC Pipe Pile Penetration Process

open access: yesAdvances in Civil Engineering, 2020
The aim of this work is to explore the influence of the end resistance and shaft resistance regarding the mechanism for jacked pile penetration and the load-transfer rule during the penetration process.
Songkui Sang   +3 more
doaj   +1 more source

KDAC6 alters cell morphology and motility through positive and negative modulation of F‐actin distribution

open access: yesFEBS Open Bio, EarlyView.
KDAC6 has been associated with cell motility and actin structures, but specific domain contributions are not established. The two catalytic domains have differential effects on motility and F‐actin regulation, affecting cortical F‐actin density, motility, stress fibers, and cell spreading.
Taylor V. Joseph   +7 more
wiley   +1 more source

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