نتایج جستجو برای: pile and deck wharf

تعداد نتایج: 16830505  

Highway bridges are frequently constructed as simple span structures with steel or concrete girders and a cast-in-place concrete deck, spanning from one pier to another. At each end of the simple span deck, a joint is provided for deck movement due to temperature, shrinkage, and creep. Bridge deck joints are expensive and pose many problems with regard to bridge maintenance. Elimination of deck...

A. Eslami, M. M. Ranjbar and T. Riyazi, M. Veis Karami,

Application of pile-raft foundations, which are known as “compound foundations”, is a suitable alternative in the case of heavy load structures. The interaction behavior of pile raft foundations makes these systems very complex to analyze. Different methods have been proposed to determine the bearing capacity of piled raft systems and distribution of loads between the components, i.e. pile grou...

A. Eslami, M. M. Ranjbar and T. Riyazi, M. Veis Karami,

Application of pile-raft foundations, which are known as “compound foundations”, is a suitable alternative in the case of heavy load structures. The interaction behavior of pile raft foundations makes these systems very complex to analyze. Different methods have been proposed to determine the bearing capacity of piled raft systems and distribution of loads between the components, i.e. pile grou...

The results of an ongoing FEM parametric study are presented regarding the dependence of the resulting piled raft behavior under lateral load and combination of loads on pile diameter, pile length, arrangement of piles and raft thickness. Taguchi method with Analysis of Variance (ANOVA) was employed to calculate the contribution ratio of these factors on the lateral displacement of piled raft. ...

Aida Nazari, Babak Ebrahimian,

Analyzing piles subjected to lateral loads significantly depends on soil resistance at any point along the pile as a function of pile deflection, known as p-y curve. On the other hand, the deformation characteristics of soil defined as “the soil strain at 50% of maximum deviatoric stress (ε50)” has considerable effect on the generated p-y curve. In this research, several models are proposed to ...

2013
Daisuke Ishii Hiroko Horiguchi Yuji Hirai Hiroshi Yabu Yasutaka Matsuo Kuniharu Ijiro Kaoru Tsujii Tateo Shimozawa Takahiko Hariyama Masatsugu Shimomura

Some small animals only use water transport mechanisms passively driven by surface energies. However, little is known about passive water transport mechanisms because it is difficult to measure the wettability of microstructures in small areas and determine the chemistry of biological surfaces. Herein, we developed to directly analyse the structural effects of wettability of chemically modified...

2015
Ravi Kumar Reddy

In this paper, numerical analysis of a pile-soil interaction problem is presented considering the parameters influencing the axial load-deformation behavior of the pile embedded in a layered soil medium. The analysis is demonstrated with parametric solutions of a pile with underlain model soil strata under the axial force. An attempt is made to ascertain the extent of influence of elastic prope...

Journal: :international journal of civil engineering 0
a. tarighat lavizan

concrete bridge deck damage detection by measurement and monitoring variables related to vibration signatures is one of the main tasks of any bridge health monitoring system (bhms). generally damage puts some detectable/discoverable signs in the parameters of bridge vibration behavior. however, differences between frequency and mode shape before and after damage are not remarkable as vibration ...

Journal: :IEICE Transactions on Fundamentals of Electronics, Communications and Computer Sciences 2023

In card-based cryptography, a deck of physical cards is used to achieve secure computation. A shuffle, which randomly permutes card-sequence along with some probability distribution, ensures the security protocol. The authors proposed new class shuffles called graph shuffles, by an automorphism directed (New Generation Computing 2022). For G n vertices and m edges, such shuffle could be impleme...

2014
Bingxiang Yuan Rui Chen Jun Teng Tao Peng Zhongwen Feng

Using a series of model tests, this study investigated the effect of a passive pile on 3D ground deformation around a laterally loaded pile and on that laterally loaded pile's response in sand. The active pile head was subjected to lateral loads, and the passive pile was arranged in front of the active pile. In the model tests, the distance between the two pile centers was set to zero (i.e., a ...

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