نتایج جستجو برای: pile foundation

تعداد نتایج: 97538  

Journal: :IOP Conference Series: Materials Science and Engineering 2017

Journal: :Open Journal of Civil Engineering 2016

2016
Kui Wang Zhanqiang Li Mingjie Zhao

The wind turbine foundation serves as a permanent construction in the harsh marine corrosive environment, its anticorrosion design is essential to the safe use of the wind turbine structure. At present, there is a significant controversy over the local corrosion mechanism (such as pitting corrosion, and crevice corrosion) and its diffusion mechanism in the academic circle. In the paper, the Far...

Journal: :IOP Conference Series: Materials Science and Engineering 2021

Journal: :Journal of Asian Architecture and Building Engineering 2017

Journal: :int. journal of mining & geo-engineering 2015
ahmad asaadi mohammad sharifipour

previous case histories have shown that soil liquefaction severely damaged many structures supported on pile foundations during earthquakes. as a result, evaluating the potential for instability is an important consideration for the safe and resistant design of deep foundation against earthquakes. in this study, the liquefaction susceptibility of saturated sand interacting by single concrete pi...

2008
Mayukh Mukhopadhyay Deepankar Choudhury V. S. Phanikanth G. R. Reddy

Pile foundations have been the subject of interest for earthquake engineers since last several decades. The devastations caused in major earthquakes of the world can be the reason enough to carry out the research on the topic of seismic behavior of piles. One definite concern is liquefaction induced ground movement after the shaking in an earthquake, causing extra lateral loads acting on piles....

A Ghanbari , A Mohammad Amiri , M Derakhshandi , V Shirgir ,

Free vibration of soil often occurs during earthquakes. Since the vibration caused by earthquake does not have (steady state harmonic vibration) continuity, the alluvium vibrates with its natural frequency between two natural seismic waves. This study evaluates the effect of piles on the period of free vibration of a soil layer using numerical method. In the first stage, using analytical equati...

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