نتایج جستجو برای: pile length

تعداد نتایج: 314061  

Journal: :civil engineering infrastructures journal 0
maryam rezaei school of engineering, kharazmi university, tehran, iran amir hamidi school of engineering, kharazmi university, tehran, iran abtin farshi homayoun rooz school of engineering, kharazmi university, tehran, iran

impact pile driving is a multi-component problem which is associated to multi-directional ground vibrations. at first, vibration is transferred from the hammer to the pile and then to the common interface of pile and soil. this is then transferred to the environment and has great impact on the adjacent structures, causing disturbance to residents and also damage to the buildings. it is of high ...

Journal: :civil engineering infrastructures journal 0
alireza saeedi azizkandi ph.d. candidate, department of civil engineering, iran university of science and technology, tehran, iran. ali fakher associate professor, school of civil engineering, college of engineering, university of tehran, p.o.box: 11155-4563, tehran, iran.

numerous techniques have been presented by different researchers to analyze piled raft. in order to analyze pile foundation, soil can be modeled as spring, continuous medium, or porous media. pile can also be modeled as spring or continuous medium. this study includes three main stages: a short description of different types of analysis methods of pile foundation, writing a computer program bas...

2000
Khee Yong Lim Xing Zhou Yuwen Wang

Advanced MOSFETs are non-uniformly doped as a result of complex process flow. Therefore, one of the key factors to model threshold voltage accurately is to model its nonuniform doping profile. Currently, there are many Vth models [1-6] that are able to model the vertical non-uniform doping profile of MOSFET. However, all the Vth models for lateral non-uniform doping profile resulting in Reverse...

2014
Mahdy Khari Khairul Anuar Kassim Azlan Adnan

The research on damages of structures that are supported by deep foundations has been quite intensive in the past decade. Kinematic interaction in soil-pile interaction is evaluated based on the p-y curve approach. Existing p-y curves have considered the effects of relative density on soil-pile interaction in sandy soil. The roughness influence of the surface wall pile on p-y curves has not bee...

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....

2014
Daniel Ryan Wilkes Tim Gourlay Alexander Gavrilov

This paper presents a comparison of numerical methods for the modelling of pile driving noise in the near field of the pile. The numerical models considered consist of (1) an axisymmetric time domain finite difference method (FDM), developed by the Centre for Marine Science and Technology in the Matlab programming language, and (2) an axisymmetric time domain finite element method (FEM), which ...

2011
Martin Gardner

What’s a question to your answer? We will not settle this puzzle here, yet we’ll taste it. But let’s begin at the beginning, namely in 1907, when Willem Abraham Wythoff [7], a Dutch mathematician, invented the game we analyze here, explained vividly by Martin Gardner in [5]. The game is played with two piles of tokens, each pile containing an arbitrary number of tokens. A move consists of eithe...

2008

An open ended pipe pile can become plugged when sufficient frictional resistance is developed by the inner soil cylinder within the pile (soil plug), thereby preventing further intrusion of the soil into the pile. When plugging occurs in an impact driven pipe pile, a complex interaction between the pile and soil plug takes place, causing the propagating stress wave to undergo an abrupt change. ...

1998
Aviezri S. Fraenkel

Multivision is played by two players who move alternately on a finite number of piles of finitely many tokens. A move consists of selecting a nonempty pile and changing the number of tokens in it. If the change is just any reduction in the number of tokens, we have the well-known game of Nim [1], [2]. In the present case, however, it is also permissible, normally, to increase the size of a pile...

2015
E. D. Hintsala K. A. Mkhoyan

Article history: Received 11 November 2015 Received in revised form 2 December 2015 Accepted 3 December 2015 Available online xxxx Development of more accurate descriptions of dislocation motion requires understanding the actual effective stress driving it. Back stresses from dislocation pile-ups can work against the applied stress resulting in lower stresses acting on moving dislocations. This...

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