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Soil Models and Vehicle

by Ulysses Contreras, Guangbu Li, Craig D. Foster, Ahmed A. Shabana, Paramsothy Jayakumar, Michael D. Letherwood
"... The mechanical behavior of soils may be approximated using different models that depend on particular soil characteristics and simplifying assumptions. For this reason, researchers have proposed and expounded upon a large number of constitutive models and approaches that describe various aspects of ..."
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The mechanical behavior of soils may be approximated using different models that depend on particular soil characteristics and simplifying assumptions. For this reason, researchers have proposed and expounded upon a large number of constitutive models and approaches that describe various aspects

1 Soil Models Limited

by Y. Tsukamoto, Andrew N Schofield, Associates Limited , 1996
"... CUED/D-SoilsITR289 title paqe ..."
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CUED/D-SoilsITR289 title paqe

The Advanced Regional Prediction System (ARPS) -- A multi-scale . . .

by M. Xue, et al. , 2001
"... ... numerical solution procedures and the parameterizations of subgrid-scale and PBL turbulence of the Advanced Regional Prediction System (ARPS) were described. The dynamic and numerical framework of the model was verified using idealized and real mountain flow cases and an idealized density curren ..."
Abstract - Cited by 290 (131 self) - Add to MetaCart
current. In this Part II, we present the treatment of other physics processes and the related verifications. The PBL and surface layer parameterization, the soil model and the atmospheric radiation packages are tested in a fully coupled mode to simulate the development and evolution of the PBL over a 48

SOIL MODELS SURVEY AND VEHICLE SYSTEM DYNAMICS

by Ulysses Contreras , Guangbu Li , Craig D Foster , Ahmed A Shabana , Paramsothy Jayakumar , Michael D Letherwood
"... ABSTRACT The mechanical behavior of soils may be approximated using different models that depend on particular soil characteristics and simplifying assumptions. For INTRODUCTION The characteristics of soils, as with any other material, depend on the loading and the soil conditions. The response ..."
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ABSTRACT The mechanical behavior of soils may be approximated using different models that depend on particular soil characteristics and simplifying assumptions. For INTRODUCTION The characteristics of soils, as with any other material, depend on the loading and the soil conditions. The response

Analysis of Mixed Soil Model Characteristics

by Abdoullah Namdar, G. S. Gopalakrishna
"... Improvement of any site could be possible, if soil characteristics of site were clearly identified. 15 soil mixture models were developed. The angle of friction (Φ) and cohesive (C) of mixed soil under the direct shear test at different level of moistures have been studied and corresponding bearing ..."
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Improvement of any site could be possible, if soil characteristics of site were clearly identified. 15 soil mixture models were developed. The angle of friction (Φ) and cohesive (C) of mixed soil under the direct shear test at different level of moistures have been studied and corresponding bearing

Probabilistic Calibration of a Soil Model

by Zenon Medina-cetina , 2006
"... ii A constitutive model is a relationship between material stimuli and responses. Calibration of model parameters within well-defined constitutive models is thus key to the generation of accurate model-based predictions. One limitation of traditional material calibration is that only a few standardi ..."
Abstract - Cited by 1 (1 self) - Add to MetaCart
ii A constitutive model is a relationship between material stimuli and responses. Calibration of model parameters within well-defined constitutive models is thus key to the generation of accurate model-based predictions. One limitation of traditional material calibration is that only a few

Empirical equations for some soil hydraulic properties

by Roger B. Clapp, George, M. Hornberger - Water Resour. Res , 1978
"... The soil moisture characteristic may be modeled as a power curve combined with a short parabolic section near saturation to represent gradual air entry. This two-part functionmtogether with a power function relating soil moisture and hydraulic conductivitymis used to derive a formula for the wetting ..."
Abstract - Cited by 234 (0 self) - Add to MetaCart
The soil moisture characteristic may be modeled as a power curve combined with a short parabolic section near saturation to represent gradual air entry. This two-part functionmtogether with a power function relating soil moisture and hydraulic conductivitymis used to derive a formula

Global simulation of tropospheric O3-NOx-hydrocarbon chemistry -- 1. Model formulation

by Yuhang Wang, Daniel J. Jacob, Jennifer A. Logan , 1998
"... We describe a global three-dimensional model for tropospheric O 3-NO x-hydrocarbon chemistry with synoptic-scale resolution. A suite of 15 chemical tracers, including O 3, NO x, PAN, HNO 3, CO, H 2 O 2, and various hydrocarbons, is simulated in the model. For computational expediency, chemical pro ..."
Abstract - Cited by 267 (89 self) - Add to MetaCart
We describe a global three-dimensional model for tropospheric O 3-NO x-hydrocarbon chemistry with synoptic-scale resolution. A suite of 15 chemical tracers, including O 3, NO x, PAN, HNO 3, CO, H 2 O 2, and various hydrocarbons, is simulated in the model. For computational expediency, chemical

Acidification of forest soils: model development and application for analyzing impacts of acidic deposition in Europe

by Pekka Kauppi, Juha Zuimari, Maximilian Posch, Lea Kauppi, Egbert Matzner - Ecol. Modelling , 1986
"... soils: model development and applicarion for arallzing impacts of acidic deposition in ..."
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soils: model development and applicarion for arallzing impacts of acidic deposition in

OPTIMIZATION OF 3D GEOMETRICAL SOIL MODEL FOR MULTIPLE FOOTING RESTING ON SAND

by Ar Dinkar Deshkar, Sunil S. Pusadkar
"... The study of ultimate bearing capacity (UBC) for a group of two or more footings had been made by investigators for the effect of interference of footings by various means, which is not considered in the conventional theories of bearing capacity. The Finite Element Method (FEM) initiated with 2D/3D ..."
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modelling is being used for such complex problem. In the present study 3D geometrical soil models were developed and tested with multiple footing on cohesion-less soil using 3D FEM simulation software. This paper highlights optimized 3D geometrical soil model for multiple footing on sand. The meshing
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