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3/12/2011 3:15:50 PM
View user profile for حمید
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Effects on soil properties

Ridge tillage effects on simulated water and heat transportstar, open

J.G. Benjamina, A.D. Blaylocka, H.J. Browna and R.M. Crusea

aDepartment of Agronomy, Iowa State University, Ames, IA 50011, U.S.A.

Accepted 12 October 1989.
Available online 1 July 2003.

 

Abstract

Ridged soil surface configurations are often used as a management tool to improve the plant root environment. Possible benefits for ridge tillage systems include warmer and dryer seed-zone soil conditions in the spring, better control of wheel-traffic patterns, and better crop residue management for erosion control. This study compared soil physical properties in the plant row, the untracked interrow, and the wheel-tracked interrow positions for a ridge tillage system on three soils. Soil property information was used to model the effects of soil variability and ridge height on subsurface water and heat transport. Simulated water and heat flow in a ridge seemed to be different from that of a flat surface. Taller ridges had a greater influence on water and heat movement than shorter ridges. There seems to be an optimum ridge height for fastest warming and drying. Variable soil properties affected predicted soil temperature distributions less than predicted matric potential distributions. The compacted zone had a lower matric potential deep in the profile and a higher matric potential near the surface than the uncompacted zone.

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5/19/2011 12:33:52 AM
View user profile for leilabadyreza
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Laser-assisted machining of hardened steel parts with surface integrity analysis

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5/19/2011 3:20:58 PM
View user profile for farzad4love
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 Influence of cement type on ITZ porosity and chloride resistance of self-compacting concrete

Andreas Leemann, a, , Roman Losera and Beat Müncha
a Empa, Swiss Federal Laboratories for Materials Testing and Research, Überlandstr. 129, CH-8600 Dübendorf, Switzerland
Received 1 October 2008; revised 10 November 2009; accepted 13 November 2009. Available online 20 November 2009.
Abstract
With the increasing use of self-compacting concrete (SCC) its durability has come into focus. Concerning the microstructure of concrete, the porosity in the interfacial transition zone (ITZ) is regarded as a key feature for permeability and durability. Generally, a combination of cement and mineral admixtures is used for the production of SCC. In the present study, ITZ porosity of four SCC mixtures produced with ordinary Portland cement, Portland limestone cement, slag cement and ordinary Portland cement combined with fly ash is analyzed. Additionally, the chloride migration coefficient is determined. ITZ porosity and width of the SCC mixtures are similar. The substantial differences in the chloride migration coefficients show that the binder type has a stronger influence on permeability than the pore volume in the ITZ.
Keywords: Interfacial transition zone; Permeability; Blended cement; Self-compacting concrete

8/25/2011 1:56:14 PM
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, Advances in Engineering Software, 41(2010)22-31.
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for the analysis of symmetric-regular structures, Acta Mechanica, Nos. (3-4), 210(2010) 265-289.
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Engineering Computations, Issue 2, 27(2010) 205-224
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A. Kaveh and B. Alinejad, New graph products of specified domains for configuration processing, PAMM, No. 1, 9(2010)585-586.
A. Kaveh, M. Nikbakht and H. Rahami, Improved group theoretic method using graphs products, for the analysis of symmetric-regular structures, Acta Mechanica, Nos. (3-4), 210(2010) 265-289
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A. Kaveh and H. Fazli, Approximate eigensolution of Laplacian matrices for locally modified graph products using implicitly restarted Lanczos method, Submitted for publication, 2010
 

5/21/2012 8:26:59 AM
View user profile for papa_fal
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