نتایج جستجو برای: modeling soil behavior

تعداد نتایج: 1143260  

2008
Stephane Cordier Xuan Truong Nguyen Thanh Long Alain Pham Ngoc Dinh

This paper is concerned with the linear ODE in the form y(t) = λρ(t)y(t)+b(t), λ < 0 and which represents a simplified model of storage of the carbon in the soil. In the first part, we show that, for a periodic function ρ(t), a linear drift in the coefficient b(t) involves a linear drift for the solution of this ODE. In the second part, we give sufficient conditions on the coefficients to ensur...

Journal: :Applied Mathematics and Computation 2012
Stéphane Cordier Le Xuan Truong Nguyen Thanh Long Alain Pham Ngoc Dinh

This paper is concerned with the linear ODE in the form y(t) = λρ(t)y(t) + b(t), λ < 0 which represents a simplified storage model of the carbon in the soil. In the first part, we show that, for a periodic function ρ(t), a linear drift in the coefficient b(t) involves a linear drift for the solution of this ODE. In the second part, we extend the previous results to a classical heat non-homogene...

2007
G. C. Sander J.-Y. Parlange D. A. Barry M. B. Parlange W. L. Hogarth

[1] In a recent paper by Polyakov and Nearing (2003) it was shown experimentally that the sediment transport capacity in a rill is not unique for a given soil type, slope, and flow rate. Indeed, they found that the transport capacity was dependent on whether sediment transport in the rill was occurring under net erosion or net deposition conditions. They concluded that this nonuniqueness in tra...

ژورنال: مهندسی دریا 2010
رحمن شکرگزار, حامد, شاکری تالارپشتی, علی, عسگریان, بهروز, فیوض, علیرضا,

Incremental Dynamic Analysis (IDA) is a parametric analysis method that has recently emerged in several different forms to estimate more thoroughly structural performance under seismic loads. It involves subjecting a structural model to one (or more) ground motion record(s), each scaled to multiple levels of intensity, thus producing one (or more) curve(s) of response parameterized versus inten...

Journal: :international journal of civil engineering 0
sassan eshghi khashaiar pourazin

confined masonry buildings are used in rural and urban areas of iran. they performed almost satisfactoryduring past moderate earthquakes of iran. there is not a methodology in iranian seismic code (standard 2800-3rdedition) to estimate their capacities quantitatively. in line with removing this constraint, an attempt is made to studyin-plane behavior of two squared confined masonry walls with a...

Journal: :Agriculture 2023

Soil erosion is one of the most significant factors in degradation agricultural land, because it causes soil particles to be displaced, transported and deposited different places through actions water or wind [...]

2010
S. Suweis A. Rinaldo S. E. A. T. M. Van der Zee E. Daly A. Maritan A. Porporato

[1] A minimalist stochastic model of primary soil salinity is proposed, in which the rate of soil salinization is determined by the balance between dry and wet salt deposition and the intermittent leaching events caused by rainfall events. The long term probability density functions of salt mass and concentration are found by reducing the coupled soil moisture and salt mass balance equation to ...

اوحدی, وحیدرضا , گودرزی, امیررضا ,

Considering the importance of micro-structural characteristics of clayey soils on their behavior, the main objective of this research is to investigate the effect of pore fluid properties variations on clayey soils and their physical and micro-structural changes. For experimental purposes, soil-electrolyte solutions with the ratio of 1:50 prepared. A series of physical experiments, as well as, ...

2014
Tomislav Hengl Jorge Mendes de Jesus Robert A. MacMillan Niels H. Batjes Gerard B. M. Heuvelink Eloi Ribeiro Alessandro Samuel-Rosa Bas Kempen Johan G. B. Leenaars Markus G. Walsh Maria Ruiperez Gonzalez

BACKGROUND Soils are widely recognized as a non-renewable natural resource and as biophysical carbon sinks. As such, there is a growing requirement for global soil information. Although several global soil information systems already exist, these tend to suffer from inconsistencies and limited spatial detail. METHODOLOGY/PRINCIPAL FINDINGS We present SoilGrids1km--a global 3D soil information...

Journal: :Geophysical Research Letters 2010

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