نتایج جستجو برای: direct shear test

تعداد نتایج: 1266367  

Journal: :Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM)) 2013

Journal: :Politeknik dergisi 2021

Heyelanlar doğal afet sayılarının türlerine göre dağılımı dikkate alındığında %45 ile en sık karşılaşılan doğa olaylarıdır. Heyelan çözüm projelerinin yapılabilmesi için heyelan sırasında kayma düzleminde oluşan rezidüel dayanımı parametrelerinin gerçeğe yakın şekilde tahmin edilmesi gerekir. Söz konusu parametreler, tekrarlı direkt kesme ve halka deneyleri yapılarak tayin edilebildiği gibi, ge...

2015
H. Shi A. Singh S. Luding

We study the effect of particle cohesion on the steady state shear strength of a granular material. For cohesive powders, the steady state shear loci (termination loci) from DEM simulations are nonlinear with a peculiar pressure dependence due to the non-linear increase of contact adhesion with pressure in the contact model. Physical experiments are carried out on fine limestone powder in the d...

Journal: :iranian journal of parasitology 0
m mohebali ghh edrissian a nadim h hajjaran b akhoundi b hooshmand

visceral leishmaniasis (vl) is one of the most important parasitic diseases which is endemic in different parts of iran. serological studies were conducted by direct agglutination test (dat) on 12144 human serum samples, collected from four geographical zones of iran. sero prevalence, geographical distribution, clinical signs and symptoms for human visceral leishmaniasis based on dat for the pe...

Journal: :journal of rehabilitation in civil engineering 2014
foad changizi abdolhosein haddad

subgrade soil stabilization is one of the primary and major processes in the construction of any highway; also environmental authorities are concerned about the growing amount of polyethylene (pet) bottles produced by household sectors. this research in order to study effect of adding recycled polyester fiber on soil engineering properties, especially shear strength and california bearing ratio...

2017
Bettina Suhr Klaus Six

The prediction quality of discrete element method (DEM) models for railway ballast can be expected to depend on three points: the geometry representation of the single particles, the used contact models and the parametrisation using principal experiments. This works aims at a balanced approach, where none of the points is addressed with excessive depth. In a first step, a simple geometry repres...

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