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    Hydro-mechanical behavior of undisturbed collapsible loessial soils under different stress state conditions

    , Article Engineering Geology ; Volume 195 , September , 2015 , Pages 28-41 ; 00137952 (ISSN) Garakani, A. A ; Haeri, S. M ; Khosravi, A ; Habibagahi, G ; Sharif University of Technology
    Elsevier  2015
    Abstract
    A conventional triaxial test device was modified to characterize the hydro-mechanical behavior of a loessial soil during isotropic and shear loadings. This device is capable of precise and continuous measurements of water outflow during the application of loading. The tests were performed on "undisturbed" cylindrical specimens, which were taken from loessial deposits in Gorgan, a city in the northeast of Iran. Experimental measurements indicate that the hydro-mechanical behavior of loess is highly affected by the extent of applied mean net stress and the level of suction. During both isotropic and shearing stages of loading, the tested specimens may exhibit collapse, abrupt decrease in... 

    Effect of soil structure and disturbance on hydromechanical behavior of collapsible loessial soils

    , Article International Journal of Geomechanics ; Volume 17, Issue 1 , 2017 , Pages 1-15 ; 15323641 (ISSN) Mohsen Haeri, S ; Khosravi, A ; Akbari Garakani, A ; Ghazizadeh, S ; Sharif University of Technology
    American Society of Civil Engineers (ASCE)  2017
    Abstract
    To characterize the role of specimen disturbance and structure in the hydromechanical behavior of collapsible soils, two sets of wetting-induced collapse and suction-controlled triaxial tests were conducted on intact and reconstituted specimens of a loessial soil taken from a loess deposit in Gorgan, a city in the northeastern Golestan province of Iran. The testing approach used an advanced triaxial testing device that was specifically modified to control pressures applied to a soil specimen and to monitor and measure the amount of changes in volume and water content of the soil specimens during testing using highly sensitive digital sensors with an accuracy of 60.01 cm3. Results of the... 

    Characterization of the effect of disturbance on the hydro-mechanical behavior of a highly collapsible loessial soil

    , Article Unsaturated Soils: Research and Applications - Proceedings of the 6th International Conference on Unsaturated Soils, UNSAT 2014 ; Vol. 1, issue , 2014 , p. 261-266 Haeri, S. M ; Khosravi, A ; Ghaizadeh, S ; Garakani, A. A ; Meehan, C. L ; Sharif University of Technology
    2014
    Abstract
    Highly collapsible loessial soils are characterized by an open void structure that can experience significant settlement upon loading. In the field, these partially saturated Aeolian deposits are particularly susceptible to wetting-induced collapse. Due to difficulties in preparing undisturbed specimens from highly collapsible soils, previous studies have generally performed laboratory tests on reconstituted specimens with different water contents and densities, and the effect of disturbance on the initial state of the soil was ignored. Disturbance in highly collapsible soil specimens may significantly affect the natural composition of the soil matrix, the non-homogeneous distribution of... 

    Study on the stress path dependency of collapse behavior of Gorgan loess implementing unsaturated oedometer devices

    , Article 3rd European Conference on Unsaturated Soils, 12 September 2016 through 14 September 2016 ; Volume 9 , 2016 ; 22671242 (ISSN) Haeri, S. M ; Beigi, M ; Saberi, S ; Akbari Garakani, A ; Sharif University of Technology
    EDP Sciences  2016
    Abstract
    Collapsible soils such as loess are particular types of problematic soils, whose collapse potential have caused severe damages to the buildings and structures. Loess is susceptible to large and sudden volume reduction upon wetting in constant normal stress or upon increasing normal stress in constant water content or a combination of these two stress paths. In this research both of these collapse induced paths: wetting and stress paths are investigated on undisturbed specimens of a Loess to observe the effect of various parameters on the collapse behavior of the tested soil., Seven controlled matric suction unsaturated oedometer tests have been conducted on undisturbed specimens taken from... 

    Polyamide membrane surface and bulk modification using humid environment as a new heat curing medium

    , Article Journal of Membrane Science ; Volume 523 , 2017 , Pages 129-137 ; 03767388 (ISSN) Karimi, H ; Bazgar Bajestani, M ; Mousavi, S. A ; Mokhtari Garakani, R ; Sharif University of Technology
    Elsevier B.V  2017
    Abstract
    Heat curing was devised in temperature-controlled steam and water environments to synthesize reverse osmosis (RO) polyamide (PA) membrane. The effect of new curing media on the physicochemical properties and RO performance of the synthesized polyamides was fully investigated using X-ray photoelectron spectroscopy (XPS), attenuated total reflection infrared (ATR-IR), scanning electron microscopy (SEM), atomic force microscopy (AFM), and water drop contact angle. The results show a reduction in amide linkage content on the surface of the steam-cured polyamide and surface and bulk of the water-cured polyamide. Additionally, it was revealed that heat curing in the humidity-controlled environment... 

    Recent advances in porphyrin-based nanocomposites for effective targeted imaging and therapy

    , Article Biomaterials ; Volume 232 , 2020 Rabiee, N ; Tavakkoli Yaraki, M ; Mokhtari Garakani, S ; Mokhtari Garakani, S ; Ahmadi, S ; Lajevardi, A ; Bagherzadeh, M ; Rabiee, M ; Tayebi, L ; Tahriri, M ; Hamblin, M. R ; Sharif University of Technology
    Elsevier Ltd  2020
    Abstract
    Porphyrins are organic compounds that continue to attract much theoretical interest, and have been called the “pigments of life”. They have a wide role in photodynamic and sonodynamic therapy, along with uses in magnetic resonance, fluorescence and photoacoustic imaging. There is a vast range of porphyrins that have been isolated or designed, but few of them have real clinical applications. Due to the hydrophobic properties of porphyrins, and their tendency to aggregate by stacking of the planar molecules they are difficult to work with in aqueous media. Therefore encapsulating them in nanoparticles (NPs) or attachment to various delivery vehicles have been used to improve delivery... 

    Failure analysis of a first stage gas turbine blade

    , Article Engineering Failure Analysis ; 2010 ; 13506307 (ISSN) Kazempour Liacy, H ; Abouali, S ; Akbari Garakani, M
    2010

    Comparison of liquefaction evaluation based on SPT and geophysical tests (case study: Mahabad dam, Iran)

    , Article 5th International Conference on Geotechnical and Geophysical Site Characterisation, 5 September 2016 through 9 September 2016 ; Volume 1 , 2016 , Pages 657-661 ; 9780994626110 (ISBN) Shahrabi, M. M ; Jafarzadeh, F ; Akbari Garakani, A ; Eskandari, N ; Banikheir, M ; Jahromi, H. F ; Sharif University of Technology
    Australian Geomechanics Society  2016
    Abstract
    Standard Penetration Test (SPT) is the most commonly used insitu test for soil characterization, including the liquefaction resistance. Many studies have sought to correlate SPT number to cyclic resistance ratio (CRR) as a frequently-used approach for assessment of liquefaction potential. However, it has been shown that SPT has major deficiencies (e.g., inaccuracy in coarse sands and clays) which have given rise to development and utilization of new characterization methods such as geophysical tests (e.g., down-hole and cross-hole). In this paper, a comparison is made between the results of SPT and geophysical tests in three boreholes through the body and foundation of Mahabad Dam (located... 

    Assessment of underground karst caves using geophysical tests: A case study for lajamgir dam site, iran

    , Article Proceedings of the 5th International Conference on Geotechnical and Geophysical Site Characterisation, ISC 2016, 5 September 2016 through 9 September 2016 ; Volume 2 , 2016 , Pages 879-882 ; 9780994626127 (ISBN) Jafarzadeh, F ; Shahrabi, M. M ; Banikheir, M ; Eskandari, N ; Akbari Garakani, A ; Sedaghat Jahromi, H. F ; Sharif University of Technology
    Australian Geomechanics Society  2016
    Abstract
    Karst features have caused serious problems in many engineering projects because of their permeability and high leakage potential; a clear example is Lar Dam, 84 km northeast of Tehran in which normal water level has never been reached since the filling of its reservoir in 1980. Sometimes conventional methods of studying karst features (e.g., borings and sampling) fail to precisely reveal their underground structure and this may result in inaccurate design, extensive leakage and creation of sinkholes. In the present paper, an under-study dam site in Lajamgir, Zanjan province, northern Iran is investigated. Ground observations indicated the possibility of presence of Karst caves while borings... 

    Life-Cycle Cost-Based Seismic Retrofit of Steel Frame with Dual Pipe Damper

    , M.Sc. Thesis Sharif University of Technology Ghaderi Garakani, Majid (Author) ; Maleki, Shervin (Supervisor)
    Abstract
    Nowadays seismic designs of building structures are based on a life-safety criterion that made the structures do not collapse to compromise safety of human life in the structure, but they can be designed to experience some damage. However, this design method has permitted large economic losses due to the damage to the structural and non-structural components at rather moderate levels of seismic intensities. This led to a new concept about design approach called performance-based design that satisfies the life-safety objective at the same time, reduces the economic loss to an acceptable level. In this study, the use of energy dissipating damping devices to improve the performance of a... 

    An effective stress-based parametric study on the seismic stability of unsaturated slopes with implications for preliminary microzonation

    , Article Bulletin of Engineering Geology and the Environment ; Volume 80, Issue 10 , 2021 , Pages 7525-7549 ; 14359529 (ISSN) Garakani, A.A ; Molaei Birgani, M ; Sadeghi, H ; Sharif University of Technology
    Springer Science and Business Media Deutschland GmbH  2021
    Abstract
    The stability of unsaturated slopes under seismic loading has become an important issue over the past few years which is the indication of its practical significance in geoengineering. This study aims at exploring the seismic stability of unsaturated sandy clay and silty clayey sand slopes using 2D limit equilibrium analysis for different slope geometries and ground water levels. To this end, the pseudo-static and the displacement-based sliding block Newmark’s approaches are employed for parametric studies by considering the records of the 2003 earthquake that devastated the city of Bam, in the southeast of Iran. In all analyses, the unsaturated state of the soil materials is taken into... 

    Failure analysis of a repaired gas turbine nozzle

    , Article Engineering Failure Analysis ; 13506307 (ISSN) Kazempour Liacy, H ; Abouali, S ; Akbari Garakani, M ; Sharif University of Technology

    Using Bump Modeling in Brain Wave Analysis

    , M.Sc. Thesis Sharif University of Technology Ghanbari Garakani, Zahra (Author) ; Shamsollahi, Mohammad Bagher (Supervisor)
    Abstract
    In this thesis, the efficiency of bump modeling has been investigated on brain signals, in a variety of aspects including analysis, detection, classification and prediction. The aim of bump modeling is to provide an optimized representation of the signal in time-frequency domain. This would be done by discriminating oscillatory bursts from background signal and then showing them by half-ellipsoid functions called bump. Consequently, the problem of dealing with large numbers of parameters and hence complicated calculations, which are serious concerns in similar methods, can be overcome. This is in addition to the benefits of using time-frequency representation of the signal.The aim of bump... 

    Effect of road salts on the hydro-mechanical behavior of unsaturated collapsible soils

    , Article Transportation Geotechnics ; Volume 17 , 2018 , Pages 77-90 ; 22143912 (ISSN) Akbari Garakani, A ; Haeri, S. M ; Yazdani Cherati, D ; Ahmadi Givi, F ; Kabiri Tadi, M ; Hashemi, A. H ; Chiti, N ; Qahremani, F ; Sharif University of Technology
    Elsevier Ltd  2018
    Abstract
    Hydro-mechanical behavior of unsaturated collapsible soils can be drastically affected by saline infiltrations. Saline infiltrations into the underlain soil layers of the urban transportation and lifelines due to deicing or existence of traffic pollutants has been a common issue of concern for years in many countries. Additionally, many reports have been published so far, indicating the construction of roads and railways on unsaturated collapsible soils. In this research, hydro-mechanical characteristics of an unsaturated collapsible loessial soil diluted with saturated solutions of three different salts that are frequently involved in transportation infrastructure (namely NaCl, CaCl2 and... 

    Assessment of the Hydro-mechanical Behavior of Undisturbed Collapsible Soils by Conducting Unsaturated Triaxial Tests

    , Ph.D. Dissertation Sharif University of Technology Akbari Garakani, Amir (Author) ; Haeri, Mohsen (Supervisor) ; Habib Agahi, Ghassem (Co-Advisor)
    Abstract
    Wide lands in IRAN are covered by the “Hydro – Collapsible” soils. These types of soils possess high apparent shear strength in their natural condition but are highly susceptible to volume collapse upon wetting. This behavior is generally attributed to their open, unstable soil fabric and their weak inter-particle bonding forces, which together yield a soil void structure that is susceptible to collapse.
    Previous studies rarely investigated the roles of stress state level, matric suction and stress path on the hydro-mechanical nature of the collapse phenomenon. Also most studies dealt with conducting laboratory tests on remolded soil specimens through which the role of natural soil... 

    Intelligent semi-active vibration control of eleven degrees of freedom suspension system using magnetorheological dampers

    , Article Journal of Mechanical Science and Technology ; Volume 26, Issue 2 , 2012 , Pages 323-334 ; 1738494X (ISSN) Zareh, S. H ; Sarrafan, A ; Khayyat, A. A. A ; Zabihollah, A ; Sharif University of Technology
    2012
    Abstract
    A novel intelligent semi-active control system for an eleven degrees of freedom passenger car's suspension system using magnetorheological (MR) damper with neuro-fuzzy (NF) control strategy to enhance desired suspension performance is proposed. In comparison with earlier studies, an improvement in problem modeling is made. The proposed method consists of two parts: a fuzzy control strategy to establish an efficient controller to improve ride comfort and road handling (RCH) and an inverse mapping model to estimate the force needed for a semi-active damper. The fuzzy logic rules are extracted based on Sugeno inference engine. The inverse mapping model is based on an artificial neural network... 

    Performance and exhaust emission characteristics of a spark ignition engine operated with gasoline and CNG blend

    , Article Proceedings of the Spring Technical Conference of the ASME Internal Combustion Engine Division ; 2012 , Pages 179-187 ; 15296598 (ISSN) ; 9780791844663 (ISBN) Dashti, M ; Hamidi, A. A ; Mozafari, A. A ; Sharif University of Technology
    2012
    Abstract
    Using CNG as an additive for gasoline is a proper choice due to higher octane number of CNG enriched gasoline with respect to that of gasoline. As a result, it is possible to use gasoline with lower octane number in the engine. This would also mean the increase of compression ratio in SI engines resulting in higher performance and lower gasoline consumption. Over the years, the use of simulation codes to model the thermodynamic cycle of an internal combustion engine have developed tools for more efficient engine designs and fuel combustion. In this study, a thermodynamic cycle simulation of a conventional four-stroke spark-ignition engine has been developed. The model is used to study the... 

    A comparative study of the performance of a SI engine fuelled by natural gas as alternative fuel by thermodynamic simulation

    , Article 2009 ASME Internal Combustion Engine Division Fall Technical Conference, ICEF 2009, Lucerne, 27 September 2009 through 30 September 2009 ; 2009 , Pages 49-57 ; 9780791843635 (ISBN) Dashti, M ; Hamidi, A. A ; Mozafari, A. A ; Sharif University of Technology
    American Society of Mechanical Engineers (ASME)  2009
    Abstract
    With the declining energy resources and increase of pollutant emissions, a great deal of efforts has been focused on the development of alternatives for fossil fuels. One of the promising alternative fuels to gasoline in the internal combustion engine is natural gas [1-5]. The application of natural gas in current internal combustion engines is realistic due to its many benefits. The higher thermal efficiency due to the higher octane value and lower exhaust emissions including CO2 as a result of the lower carbon to hydrogen ratio of the fuel are the two important feature of using CNG as an alternative fuel. It is well known that computer simulation codes are valuable economically as a cost... 

    Analytical and experimental analyses of nonlinear vibrations in a rotary inverted pendulum

    , Article Nonlinear Dynamics ; Volume 107, Issue 3 , 2022 , Pages 1887-1902 ; 0924090X (ISSN) Dolatabad, M.R ; Pasharavesh, A ; Khayyat, A. A. A ; Sharif University of Technology
    Springer Science and Business Media B.V  2022
    Abstract
    Gaining insight into possible vibratory responses of dynamical systems around their stable equilibria is an essential step, which must be taken before their design and application. The results of such a study can significantly help prevent instability in closed-loop stabilized systems by avoiding the excitation of the system in the neighborhood of its resonance. This paper investigates nonlinear oscillations of a rotary inverted pendulum (RIP) with a full-state feedback controller. Lagrange’s equations are employed to derive an accurate 2-DoF mathematical model, whose parameter values are extracted by both the measurement and 3D modeling of the real system components. Although the governing... 

    A suction-controlled ring device to measure the coefficient of lateral soil pressure in unsaturated soils

    , Article Geotechnical Testing Journal ; Volume 44, Issue 1 , 2020 Pirjalili, A ; Garakani, A. A ; Golshani, A ; Mirzaii, A ; Sharif University of Technology
    ASTM International  2020
    Abstract
    A suction-controlled ring device has been developed to continuously measure the coefficient of lateral soil pressure in deformable unsaturated soil samples from the at-rest to the active condition under application of increasing vertical pressure and controlled matric suction. The device incorporates a thin aluminum specimen ring equipped with horizontal strain gages for recording the lateral soil strains. In addition, a sensor recording water volume changes is utilized to continuously monitor the degree of saturation of the soil sample during tests. The matric suction within the soil texture is controlled using the axis translation technique. In order to verify the performance of the ring...