نتایج جستجو برای: unsaturated poroelastodynamics

تعداد نتایج: 16504  

Journal: :international journal of civil engineering 0
i. ashayeri civil engineering department, school of engineering, razi university, taghebostan, daneshgah blvd., kermanshah, iran, p.o.box: 67149-67346 m. kamalian geotechnical research center, international institute of earthquake engineering & seismology (iiees), no. 26 arghavan st., north dibaji st. tehran, iran, p.o.box: 19537-14453 m. k jafari geotechnical research center, international institute of earthquake engineering & seismology (iiees), no. 26 arghavan st., north dibaji st. tehran, iran, p.o.box: 19537-14453 m. biglari civil engineering department, school of engineering, razi university, taghebostan, daneshgah blvd., kermanshah, iran, p.o.box: 67149-67346 ma. mirmohammad sadeghi isfahan higher education and research institute (iheari), p.o. box: 18314-416 isfahan, iran

this paper presents time domain fundamental solutions for the extended biot's dynamic formulations of two-dimensional (2d) unsaturated poroelasticity. unsaturated porous media is considered as a porous media in which the voids are saturated with two immiscible fluids, i.e. liquid and gas. at first, the corresponding explicit laplace transform domain fundamental solution is obtained in term...

Journal: :IOP Conference Series: Earth and Environmental Science 2017

Journal: :Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM)) 2015

Journal: :مهندسی عمران فردوسی 0
غلام حسن اسکندری علی رئیسی استبرق عباس سروش

determination of volume change of unsaturated soils during loading and suction change is one of the most important difficulties in testing unsaturated specimens. it is revealed from literature review that various attempts have been made to invent an apparatus that can be used in testing on unsaturated soil specimens, simply and accurately. in this research, details of design and manufacture of ...

Journal: :Computer Methods in Applied Mechanics and Engineering 2023

We propose a variational multiscale method stabilization of linear finite element for nonlinear poroelasticity. Our approach is suitable the implicit time integration poroelastic formulations in which solid skeleton anisotropic and incompressible. A detailed numerical methodology presented monolithic formulation that includes both structural dynamics Darcy flow. implementation this verified usi...

پایان نامه :وزارت علوم، تحقیقات و فناوری - دانشگاه شهید باهنر کرمان - دانشکده فنی 1390

در این تحقیق آنالیز جریان غیراشباع با تلاش در برطرف نمودن برخی محدودیت های روش های قبلی صورت گرفته است. از جمله اعمال شرایط حقیقی در مدل ها مبتنی بر واقعیت بیرونی است که مهم ترین آن ها وارد نمودن مشخصات هیدرولیکی و درجه اشباع اولیه خاک است. اعمال این موارد و بررسی آن ها در دو مدل ستون خاک و چاه، نشان دهنده چگونگی تغییرات مکش در اعماق است. چنان که بیشترین مقدار آن در مدل اول در نزدیکی زمین رخ می...

Anjali Krishnan Mathew Ukken Muhammed Basheer Ummathur,

Condensation of aromatic aldehydes with benzoyl acetone under specified conditions yieldedtwo series of polycarbonyl compounds in which the keto group is attached to olefinic linkage.Spectral and analytical data revealed the formation of an unsaturated triketone from pyridine-3-carbaldehyde and unsaturated diketone from furfural, salicylaldehyde and 2-hydroxynaphthaldehyde. Analytical, IR, 1H N...

ژورنال: علوم آب و خاک 2013
سید محمدعلی زمردیان, , پویان باقری , ,

Hydraulic conductivity is an important parameter in the design of geotechnical structures such as earth dam, floor construction, retaining walls and environmental structures. In unsaturated soils, hydraulic conductivity is a function of moisture content and soil water suction i.e. soil moisture characteristic curve. In this study, the values of unsaturated hydraulic conductivity in two soil typ...

Journal: :journal of agricultural science and technology 2010
j. m. v. samani p. fathi

mathematical simulation of flow toward drains is an important and indispensable stage in drainage design and management. many related models have been developed, but most of them simulate the saturated flow toward drains without a due consideration of the unsaturated zone. in this study, the two dimensional differential equation governing saturated and unsaturated flow in porous media is numeri...

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