نتایج جستجو برای: soil shear strain

تعداد نتایج: 458474  

2000
Olga Pavlenko Kojiro Irikura

Strong motion records made by vertical arrays allow estimation of nonlinear soil behavior in layers at different depths. As an example, records obtained during the 1995 Hyogo-ken Nanbu earthquake at Port-Island, SGK, and TKS sites are used to estimate the stress-strain dependencies of soils. For different layers, different types of nonlinear stress-strain curves are determined, showing the best...

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...

2011
Eduardo Kausel

Introduced as a system in earthquake engineering in 2004 [6], rocking walls are a fairly new system in earthquake engineering. Their performance has been proven, both in research as in practice. However, a few uncertainties about their behavior still remain. One of these uncertainties is the effect of radiation damping on the motion of the system. Existing estimations for the radiation damping ...

Journal: :Journal of colloid and interface science 1997
Raghavan Khan

Suspensions of fumed silica in polypropylene glycol exhibit shear-thickening under steady shear and "strain-thickening" under oscillatory shear. Strain-thickening refers to a sharp increase in the complex viscosity eta* observed at critical combinations of strain-amplitude and frequency. Two regimes of strain-thickening behavior have been found: The first occurs at high critical strains and low...

Journal: :Buildings 2023

Reasonable model soil is very important in shaking table tests to reduce the distortion of structure stiffness ratio. Several soils, such as sawdust soil, sand, rubber granular powder and kaolin were prepared a dynamic triaxial test proceeded determine their characteristics. The experimental results showed that variation shear modulus damping ratio with strain was consistent undisturbed soil. F...

Journal: :journal of the structural engineering and geotechnics 0
soheil ghareh assistant professor, department of civil engineering, payame noor university, p.o. box 19395-4697, tehran, iran seyed vahid mojtahed sistani msc in civil engineering, islamic azad university, central tehran branch

nowadays, soil reinforcement using polymer elements have been investigated by a number of researchers in order to increase the load capacity of soils. reinforcing soils using fibers is a method of soil improvement, which offers a homogenous mixture in combination with soils, regarding their tensile strength. this combination maintains pressure loading capacity and properties in mutual resistant...

Journal: :Journal of the mechanical behavior of biomedical materials 2015
Mehmet Ayyildiz Soner Cinoglu Cagatay Basdogan

While the effect of normal compression on the measured shear material properties of viscoelastic solids has been already acknowledged in rheological studies in the literature, to our knowledge, no systematic study has been conducted to investigate this effect in detail to date. In this study, we perform two sets of experiments to investigate the effect of normal strain and strain rate on the dy...

2007
T. G. Sitharam Pijush Samui

The use of the shear wave velocity data as a field index for evaluating the liquefaction potential of sands is receiving increased attention because both shear wave velocity and liquefaction resistance are similarly influenced by many of the same factors such as void ratio, state of stress, stress history and geologic age. In this paper, the potential of support vector machines (SVM) based clas...

Journal: :Journal of Japan Society of Civil Engineers, Ser. C (Geosphere Engineering) 2012

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