نتایج جستجو برای: unsaturated soil

تعداد نتایج: 195589  

2008
M. Berli A. Carminati T. A. Ghezzehei

[1] Prediction of water flow and transport processes in soils susceptible to structural alteration such as compaction of tilled agricultural lands or newly constructed landfills rely on accurate description of changes in soil unsaturated hydraulic conductivity. Recent studies have documented the critical impact of aggregate contact characteristics on water flow rates and pathways in unsaturated...

ژورنال: :علوم و مهندسی زلزله 0
فرشاد فولادی دانشگاه رازی کرمانشاه مهنوش بیگلری دانشگاه رازی کرمانشاه ایمان عشایری دانشگاه رازی کرمانشاه

مباحث مربوط به مکانیک خاکها ی غیراشباع که اخیراً بیشتر مورد توجه قرار گرفته و بسیاری از مفاهیم مکانیک خاک کلاسیک را به چالش کشیده است نشان می دهد توصیف محیط های متشکل از سه فاز، نیازمند پارامترهای بیشتر و جدیدتری نسبت به محیط های متشکل از دو فاز آب و مواد جامد می باشد که سبب پیچیده تر شدن مفاهیم مکانیک خاک غیراشباع شده است. در این تحقیق، پاسخ لرزه ای آبرفتهای غیراشباع زنوز کائولین، توف کاملاً تجز...

2000
David Russo Jacob Zaidel Asher Laufer

Numerical simulations of water ̄ow and solute transport were used to investigate the e€ect of the recharge (rain/irrigation) at the soil surface on solute spreading and breakthrough in a realistic, three-dimensional, heterogeneous, vadose zone±groundwater ̄ow system. Results of the analyses suggest that smaller recharge at the soil surface increases the relative variability in the response of t...

2014
S. J. Matlan M. Mukhlisin M. R. Taha

Characterization of the engineering behavior of unsaturated soil is dependent on the soil-water characteristic curve (SWCC), a graphical representation of the relationship between water content or degree of saturation and soil suction. A reasonable description of the SWCC is thus important for the accurate prediction of unsaturated soil parameters. The measurement procedures for determining the...

Journal: :Journal American Society of Mining and Reclamation 2003

تورانی, کیخسرو, سیدی حسینی‌نیا, سید احسان, محبوبی اردکانی, احمد رضا,

Although a significant portion of conditions encountered in geotechnical engineering, for investigating engineering behavior of soil, involves unsaturated soils; the traditional analysis and design approach has been to assume the limiting conditions of soils being either completely dry or completely saturated. In unsaturated soils the capillary force produce attractive forces between particles....

Journal: :international journal of civil engineering 0
hasan ghasemzadeh

solute transport in unsaturated porous media can be viewed as a coupled phenomenon with waterand heat transport, together with mechanical behaviour of media. in this paper, solute transport is formulatedmathematically considering heat and water flow in deformable porous media. advection, dispersion anddiffusion of chemical species in the liquid phase are considered. convection and conduction fo...

2010
Wei Zhang Jianzhi Niu Verónica L. Morales Xincai Chen Anthony G. Hay Johannes Lehmann Tammo S. Steenhuis

Biochar land application can potentially be used for carbon sequestration, improving soil quality, and reducing non-point source pollution. Understanding biochar mobility is important because its transport in soil greatly influences its stability, the dynamics of soil microbial communities and organic matter, and the movement of biochar-associated contaminants. Here, the transport of biochar pa...

Journal: :Applied and environmental microbiology 1989
F S Colwell

Thirty-two chemoheterotrophic bacteria were isolated from unsaturated subsurface soil samples obtained from ca. 70 m below land surface in a high desert in southeastern Idaho. Most isolates were gram positive (84%) and strict aerobes (79%). Acridine orange direct counts of microbes in one subsurface sample showed lower numbers than similar counts performed on surface soils from the same locatio...

2013
Solenn Le Pense Behrouz Gatmiri

In the context of nuclear waste disposal, the modelling of the behaviour of host rocks and soils still needs improvement. Unsaturated porous geomaterials exhibit particular behaviour when exposed to suction. Their non-linear behaviour may result from two different processes, plasticity which induces irreversible strains and damage which causes a deterioration of their elastic properties. Many e...

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