نتایج جستجو برای: base piling method

تعداد نتایج: 1852178  

Journal: :دانش آب و خاک 0
بیژن راعی دانشجوی دکتری، گروه علوم خاک، دانشکده کشاورزی دانشگاه تبریز حسین اسدی دانشیار گروه علوم و مهندسی خاک، پردیس کشاورزی و منابع طبیعی دانشگاه تهران فرخ اسدزاده استادیار گروه علوم خاک، دانشکده کشاورزی دانشگاه ارومیه

the angle of repose of soil particles is an important factor for determining critical shear stress for initiation of soil particles motion during the erosion process. there are different methods for measuring the angle of particle repose and the result of each method is somewhat different from those of the others. sliding and fixed-base piling methods are the two most common methods in the lite...

Journal: :Preventive veterinary medicine 2004
A Catley R T Chibunda E Ranga S Makungu F T Magayane G Magoma M J Madege W Vosloo

A heat-intolerance (HI) syndrome in cattle in Tanzania was suspected to be associated with previous, clinical foot-and-mouth disease (FMD). A participatory appraisal (PA) method called "matrix scoring" was used to explore livestock-keeper perceptions of association between HI and cattle diseases. A PA method called 'proportional piling' was used to estimate herd incidence of FMD and other disea...

2008
Zhihua Qiao Lan Zhou Jianhua Z. Huang

In the so-called high dimensional, low sample size (HDLSS) settings, LDA possesses the “data piling” property, that is, it maps all points from the same class in the training data to a common point, and so when viewed along the LDA projection directions, the data are piled up. Data piling indicates overfitting and usually results in poor out-of-sample classification. In this paper, a novel appr...

1998
G. Orona

We present exact results for the contact forces in a three dimensional static piling of identical, sti and frictionless spheres. The pile studied is a pyramid of equilateral triangular base (“stack of cannonballs”) with a FCC (face centered cubic) structure. We show in particular that, as for the two dimensional case, the pressure on the base of such a pile is uniform. c © 1999 Elsevier Science...

1998
G Oron H J Herrmann

We present exact results for the contact forces in a three dimensional static piling of identical, stiff and frictionless spheres. The pile studied is a pyramid of equilateral triangular base (" stack of cannonballs ") with a FCC (face centered cubic) structure. We show in particular that, as for the two dimensional case, the pressure on the base of such a pile is uniform. The force propagation...

پایان نامه :وزارت علوم، تحقیقات و فناوری - دانشگاه تحصیلات تکمیلی علوم پایه زنجان - دانشکده شیمی 1391

in this thesis a calibration transfer method is used to achieve bilinearity for augmented first order kinetic data. first, the proposed method is investigated using simulated data and next the concept is applied to experimental data. the experimental data consists of spectroscopic monitoring of the first order degradation reaction of carbaryl. this component is used for control of pests in frui...

2001
B. A. Peters J. S. Smith D. J. Medeiros Tarek M. Zayed Daniel W. Halpin

The installation of pile foundations is complicated by an enormous number of problems. They include unseen subsurface obstacles, lack of contractor experience, and site planning. These major problems and other minor ones make it difficult for the estimator to evaluate the piling project productivity and cost. Therefore, this study is designed to assess these problems using simulation. Both pili...

Journal: :The Journal of the Acoustical Society of America 2014
T Van Renterghem D Botteldooren L Dekoninck

Offshore piling for wind farm construction has attracted a lot of attention in recent years due to the extremely high noise emission levels associated with such operations. While underwater noise levels were shown to be harmful for the marine biology, the propagation of airborne piling noise over sea has not been studied in detail before. In this study, detailed numerical calculations have been...

2004
Tarek M. Zayed Daniel W. Halpin

The installation of pile foundations is complicated by an enormous number of problems. They include unseen subsurface obstacles, lack of contractor experience, and site planning. These major problems and other minor ones make it difficult for the estimator to evaluate the piling project productivity and cost. Therefore, this study is designed to assess these problems using simulation. Both pili...

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