نتایج جستجو برای: Wall pressure

تعداد نتایج: 562422  

Understanding the dynamics of microbubble oscillation in an elastic microvessel is important for the safe and effective applications of ultrasound contrast agents in imaging and therapy. Numerical simulations based on 2D finite element model are performed to investigate the effect of acoustic parameters such as pressure and frequency on the dynamic interaction of the fluid-blood-vessel system. ...

Journal: :middle east journal of digestive diseases 0
anahita sadeghi ali ali asgari

abdominal wall hernias are common problems found in patients with cirrhosis because of persistently high intra-abdominal pressure. when abdominal hernias are neglected in such patients, they may become larger and could result in cosmetic problems and pressure effects that are also difficult to treat. we found a voluminous mass in the anterior abdominal wall of a 40-year-old patient with cirrhos...

Journal: :international journal of civil engineering 0
h. khalili shayan irrigation and reclamation engineering dept., university of tehran, p.o. box 31587-4111, karaj, iran 31587-77871 e. amiri-tokaldany dept. of irrigataion and reclamation engineering, faculty of agriculture and engineering technology, university college of agriculture and natural resources, university of tehran

upstream blankets, drains and cutoff walls are considered as effective measures to reduce seepage, uplift pressure and exit gradient under the foundation of hydraulic structures. to investigate the effectiveness of these measures, individually or in accordance with others, a large number of experiments were carried out on a laboratory model. to extend the investigation for unlimited arrangement...

Journal: :آب و خاک 0
قبادیان قبادیان خدائی خدائی

abstract among activities that can be used to prevent piping phenomena and reduce seepage and exit gradient are installation of cutoff wall and drain under hydraulic structures. hence in this study, to investigating the influence of each mentioned parameter on uplift force and exit gradient a computer model has developed in which general equation of fluid flow into the isotropic and anisotropic...

The design of retaining walls depends on the magnitude of active pressure exerted from the backfill. Therefore, estimating the scale of this pressure is a fundamental factor in the design. In this study, to assess the active earth pressure, a rigid retaining wall was built capable of translating and/or rotating with adjustable speed. Further, several physical tests were conducte...

Sloshing due to ground motion develops large pressure on the walls of water retaining tanks. This paper evaluates the efficacy of padded walls on the reduction of sloshing effects in rectangular water storage tanks subjected to ground motion. An analytical solution based on velocity potential function is provided to obtain the response of  rigid and padded wall tanks in terms of the wave elevat...

Journal: :acta medica iranica 0
a. yaghoobi notash sh. bahrpeyma m. h. modaghegh

since co2 pneumoperitoneum is the dominant method of laparoscopic exposure due to facility and good view, its physiologic effects are most relevant to the surgeons. co2 pneumoperitoneum may affects hemodynamics by increased intra-abdominal pressure (iap) and the physiologic effects of absorbed co2. the adverse effects of both mechanisms relate directly to the duration of the pneumoperitoneum an...

Journal: :مهندسی عمران فردوسی 0
جعفر بلوری بزاز سعید رسولی

several relationships to assess at-rest pressure coefficient in retaining walls, have been developed by different researchers. these suggested relationships are generally a function of mechanical soil parameters such as internal friction angel, poison ratio and over-consolidation ratio. in integral bridges, however, this coefficient is also a function of many other parameters other than soil ch...

Journal: :international journal of civil engineering 0
o. farzaneh school of civil engineering, faculty of engineering, university of tehran, shanzdah azar avenue, enghelab street, p.o. box: 14155-6457, tehran, iran, f. askari no 21,iiees, west arghavan st, north dibaji st, farmanieh, p.o.box: 3913/19395, tehran, iran, j. fatemi school of civil engineering, faculty of engineering, university of tehran, shanzdah azar avenue, enghelab street, p.o. box: 14155-6457, tehran, iran,

presented is a method of two-dimensional analysis of the active earth pressure due to simultaneous effect of both soil weight and surcharge of strip foundation. the study’s aim is to provide a rigorous solution to the problem in the framework of upper-bound theorem of limit analysis method in order to produce some design charts for calculating the lateral active earth pressure of backfill when ...

Journal: :نشریه دانشکده فنی 0
امیر محمد طباطبائی

eart pressure problems are encountered in retaining walls, bulkheads, sheeting and bracing in cuts,culverts, tunnels, and cofferdams. in many cases, the lateral pressure is determined by use of classical earth pressure theories, such as coulomb's, where the equilibrium conditions of a failure wedge of soil is considered. excessive dynamic lateral earth pressure on retaining structures resu...

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