نتایج جستجو برای: direct shear test

تعداد نتایج: 1266367  

Journal: :iranian journal of parasitology 0
h mahmoudvand department of medical parasitology and mycology, school of public health, ehran university of medical sciences, tehran, iran m mohebali department of medical parasitology and mycology, school of public health, ehran university of medical sciences, tehran, iran i sharifi dermatology and leishmaniasisn research centre, school of medicine, kerman university of medical sciences, kerman, iran h keshavarz department of medical parasitology and mycology, school of public health, ehran university of medical sciences, tehran, iran h hajjaran department of medical parasitology and mycology, school of public health, ehran university of medical sciences, tehran, iran b akhoundi department of medical parasitology and mycology, school of public health, ehran university of medical sciences, tehran, iran

background : visceral leishmaniasis (kala-azar) is an endemic disease in some areas of iran. a cross- sectional study was conducted for sero-epidemiological survey of visceral leishmaniasis (vl) in baft district from kerman province, southeast of iran. methods: blood samples  were  collected  from children  up to 12 years old and 10% of adult population from baft villages with a multi-stage ran...

2015
M. C. V. LIMA F. A. R. GESUALDO

Resumo An experimental and numerical investigation was conducted into the factors that interfere in the shear strength of the concrete-concrete interface in structures composed of double lattice panels subjected to direct shear stress. The experimental program consisted of testing 26 direct shear models with varying widths of concrete fi lling of 7 cm, 9 cm and 13 cm, with smooth and rough inte...

Journal: :Jurnal Talenta Sipil 2023

In the course of development world civil construction, soil is a building material that can function as foundation structure. Clay type soft with fine grain characteristics. The has shrinkage property where when exposed to water it will expand according amount absorbed, but dry shrink its original dimensions non-directional compaction. consistency clay does not support safety supports. construc...

Journal: :international journal of civil engineering 0
a. hassanipour no. 26, west arghavan ave., north dibaji str., farmanieh , tehran, iran a. shafiee no. 26, west arghavan ave., north dibaji str., farmanieh , tehran, iran m.k. jafari no. 26, west arghavan ave., north dibaji str., farmanieh , tehran, iran

shear modulus and damping ratio are important input parameters in dynamic analysis. a series of resonant column tests was carried out on pure clays and sand-clay mixtures prepared at different densities to investigate the effects of aggregate content, confining stress, void ratio and clay plasticity on the maximum shear modulus and minimum damping ratio. test results revealed an increase in the...

Journal: :Jiban Kogaku Janaru (Japanese Geotechnical Journal) 2008

2009
Kui Lin Joyce McLaughlin J McLaughlin

This paper considers an inverse problem of shear stiffness imaging in a linear isotropic two-dimensional acoustic media, where the targeted parameter is the shear modulus μ. For given single component displacement data, the mathematical model to recover the shear modulus appears to be a first-order partial differential equation while a much simpler algebraic model, called the direct inversion, ...

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