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    Comparison between Performance of Stone Columns and RAPs from the Bearing Capacity and Settlement Reduction Viewpoints

    , M.Sc. Thesis Sharif University of Technology Golestani Dariani, Ali Akbar (Author) ; Pak, Ali (Supervisor)
    Abstract
    Out of several ground improvement techniques available, stone columns have been widely used. This technique has been successfully applied to increase the bearing capacity and to reduce the settlement for foundation of structures like liquid storage tanks, earthen embankments, raft foundations, etc., where a relatively large settlement is permissible. This technique has, generally, been proven successful in increasing the stiffness of weak soils, upgrading their safe bearing capacity, and reducing their total and differential settlements, as well as speeding up their consolidation process. The beneficial effects of stone column installation in weak deposits is manifested in the form of... 

    Numerical Study of Dynamic Response of Shallow Foundations to Vertical Loads Induced by Machines

    , M.Sc. Thesis Sharif University of Technology Pourdeilami, Abbas (Author) ; Ahmadi, Mohammad Mehdi (Supervisor)
    Abstract
    The main purpose of designing machine foundation is to limit its motion to such an amount that not to prevent the perfect workability of machine, not to let the foundation strains exceed the elastic limit and also not to disturb the persons working around the machine. The key note in successfull design of machine foundation, is to precisely analyse the response of foundation to dynamic loads induced by machine operations.The numerical study of shallow foundations response to vertical harmonic loads induced by machinaries have been discussed in this investigation.To aim this purpose, FLACD3D has been utilized in order to 3 dimensionally analyse a continuum medium comprising soil-foundation or... 

    Numerical Modeling of Surgical Lights Effects on the Operating Room Enviroment

    , M.Sc. Thesis Sharif University of Technology Golmakani, Shaya (Author) ; Saeeidi, Mohammad Hassan (Co-Advisor) ; Kazemzadeh Hannani, Siamak (Co-Advisor) ; Sani, Mahdi (Co-Advisor)
    Abstract
    Cleanrooms have a broad scope of applications from electronics, pharmacy, biotechnology to hospital industries, and are susceptible to fine and ultra-fine particles. In this work operating room in the category of hospital applications is chosen. Airborne particles in the operating room depends on many factors such as room geometry, inlet and outlet design, air displacement rate, obstacles, etc. Surgical light is one of the most critical obstacles in the operating room as it is upstream to the surgery zone. The study presented in this thesis aimed to numerically investigate the influence of radiation emitted from the medical lamps on the indoor airflow quality in operating room environment.... 

    Investigating Wind-Induced Currents in Sloped Aquatic Canopy Areas

    , M.Sc. Thesis Sharif University of Technology Tohidi, Ali (Author) ; Jamali, Mirmosadegh (Supervisor)
    Abstract
    Aquatic canopy zones play an important role in maintenance of ecosystems. These areas are ubiquitous near rivers, lakes, lagoons, estuaries and shore lines. Governing dynamical systems through these areas have direct influence on, how nutrients and other vital materials for living things disperse. Also, they can control the amount of dissolved oxygen within the body of water in these regions. Nowadays, investigating the effects of vegetation grabbed the attention of many scientists and is a very important burgeoning field. In this study, the effects of surface cooling which resulting from mild wind blow have been investigated. In fact, two type of different currents form when wind blows... 

    Modeling of Heavy Residual oil Conversion to Synthetic Gas

    , M.Sc. Thesis Sharif University of Technology Alipour, Amin (Author) ; Badakhshan, Amir (Supervisor) ; khorashe, Farhad (Supervisor)
    Abstract
    According to global improving consumption of distillate products, like gasoline and diesel, reduction in light petroleum production and growth in exploring and extraction of heavy and sour petroleum, changing in refining structure of worldwide oil refineries is necessary and it is crucial to apply special processes for refining, conversion and cleaning of these heavy and extra-heavy petroleum. Gasification of these fuels, i.e. partial thermal oxidation of feed in the presence of gasifying agent (air, oxygen, steam or mixture of them) in the gasifier, is one of the new ways to convert heavy fuel oil to synthetic gas (syngas), that this gas can be used widely in downstream processes. Here,... 

    Evaluation of the Methods of Circular Tunnels Lining Design Under Seismic Loads

    , M.Sc. Thesis Sharif University of Technology Motalleb Nezhad, Mohammad (Author) ; Paak, Ali (Supervisor)
    Abstract
    The use of public transportation in metropolises has developed due to the increase in the population and the need for within-city transportation. Among public transportation service, the use of city subways has attracted more public interest due to its speed, safety, and matching with the environment. Also, one solution for reducing the between-city transit distances,decreasing the accidents and above all, saving the time of the travel is building tunnels and underground lines. Design and construction of underground structures (tunnels),in comparison with surfacestructures, has more complex conditions and considerations that require special studies. One challenging problem fortunnel... 

    Evaluation of the Behaviorof Earth and Rockfill Dams during Construction and First Impounding using Instrumentation data and Numerical Modeling (Case Study: Dam Gavoshan)

    , M.Sc. Thesis Sharif University of Technology Rashidi, Mohammad (Author) ; Haeri, Mohsen (Supervisor)
    Abstract
    Monitoring is of particular importance after impounding and during dam operation. In all large dams, by installation of the required instruments the pore pressure, soil mass pressure and displacement during construction, first impounding and operation are measured, then the performance of dam will be analyzed and evaluated. The aim of this study is to evaluate the performance of the "Gavoshan" dam, which has an important role on agriculture development and drinking water supply at west part of Country. To reach this, the values resulting from instruments have been implemented by FLAC software, using "Back Analysis" method. However, this assessment is complete when "back analysis" method is... 

    Investigation of Moving Subway Train Vibrational Effect on Surface Structures (Case Study:Tabriz Line 1 Metro)

    , M.Sc. Thesis Sharif University of Technology Tane Gonbadi, Bahram (Author) ; Sadaghiani, Mohammad Hossein (Supervisor)
    Abstract
    Ground surface vibration produced by underground running trains is a known impact of rail traffic and has been widely considered in recent years. This vibration can vary in the range of almost 2–200 Hz on the ground surface or in tunnels. In other words, Tunneling in urban areas always has hazards. One of the most important hazards is propagated vibrations due to underground moving trains on surface structures. Purpose of this study is the investigation of moving subway train vibrational effect in line number one of Tabriz metro near station 11. 3D numerical finite element model (ABAQUS) is used in this study. Study of dynamics of a moving train can be considered in three models:... 

    Effect of Sea Level Rise and Aquifer Characteristics on Seawater Intrusion in Coastal Aquifers

    , M.Sc. Thesis Sharif University of Technology Mahmoudzadeh, Davood (Author) ; Ataie Ashtiani, Behzad (Supervisor)
    Abstract
    Approximately, 60 percent of the world's populations are living at the distance of 60 kilometers of the coasts. In coastal zones, coastal aquifers are the most important resources of the available freshwater while expected that the short-term or long-term impacts of the climate changes threat such aquifers. In general, it is predicted that climate changes e.g. sea-level rise (SLR) cause to increase seawater intrusion (SWI) in the coastal aquifers. In this study, both continental and island coastal aquifers are considered. The objective of this research is the investigation of SWI behavior occurred in the coastal aquifers due to climatic change parameters and aquifer properties. For... 

    Numerical Study of Anisotropic Wetting of Nano-Droplets on Chemically Patterned Surfaces

    , M.Sc. Thesis Sharif University of Technology Rajabpour, Shahram (Author) ; Moosavi, Ali (Supervisor)
    Abstract
    This study investigates three-dimensional modeling of nanodroplets over chemically patterned surfaces. The pattern can be established by changing the contact angle on the surface. The problem is studied numerically by solving the thin film equations.Both the long-range and short-range inter-molecular interactions are considered. The numerical procedure is validated by using the theoretical studies. The effects of parameters such as the size of the droplets, the gradient of the surface, and the slip coefficient on the dynamics and speed of droplets and the shape of them during the motion are inspected.By examining the dynamics of the system it is revealed that the velocity of the droplets... 

    Stability Analysis Rock Mass Abutment Karun 4 by Numerical Method

    , M.Sc. Thesis Sharif University of Technology Jalalian, Parisa (Author) ; Sadaghiani, Mohammad Hossein (Supervisor)
    Abstract
    Three dimensional analyses have been carried out for predicting the behavior of the jointed rock slope of the abutments of the bridge which is proposed to be constructed across the river Karun4 in Iran using 3DEC. The rock sloping at 500 to 600 are composed of highly jointed rock mass and the joint spacing and orientation are varying at different locations. Since 3DEC is a three-dimensional numerical code, utilizes a Lagrangian calculation scheme to model large movements and deformations of a blocky system, allows for modeling of large movements and rotations, including complete detachment of rigid or deformable discrete blocks has been utilized for the analysis. The analysis has been... 

    Evaluation of the Behavior of Gotvand Rockfill Dam During Construction and Initial Impoundment Using Instrumentation Data and Numerical Modeling

    , M.Sc. Thesis Sharif University of Technology Harif Bilondi, Zakie (Author) ; Jafarzadeh, Fardin (Supervisor)
    Abstract
    Stability control of Rockfill dams during construction, first impoundment and during operation is of great importance. Increase in pore water pressure during construction and reservoir filling of rockfill dams with clay core can initiate or help the progress of the hydraulic fracture. Considering initiation of high excessive pore pressures while construction as an important causes of dam failure, precise estimation and analysis of It's variation will be necessary and will increase safety factor of dam stability.Horizontal and especially vertical displacements happening during Dam construction and reservoir filling and arching phenomenon in clay core while construction are the other factors... 

    Numerical Modeling of Dynamic Instability in Soil Slopes and its Effect on the Response of Buried Pipelines

    , M.Sc. Thesis Sharif University of Technology Shahrabi, Mohammad Mahdi (Author) ; Jafarzadeh, Fardin (Supervisor)
    Abstract
    In this study, three dimensional analysis of soil slopes subjected to dynamic loading was conducted in order to investigate the interaction of soil-pipe system. For modeling of soil behavior, strain-dependent nonlinear elasticity along with Mohr-Coulomb plasticity was defined to the material and elasto-plastic behavior was used for the pipes. For dynamic modeling of soil slopes and analysis of buried pipelines, a Finite-Element-based software, ABAQUS was utilized. In this regard, first the numerical model was calibrated and verified based on the results obtained by physical shaking-table tests on a soil slope. Afterwards, a comparison was made between the results of numerical models and some... 

    A Numerical Approach for Determination of Soil Parameters by Pressuremeter Test

    , M.Sc. Thesis Sharif University of Technology Keshmiri, Ehsan (Author) ; Ahmadi, Mohammad Mehdi (Supervisor)
    Abstract
    In-situ tests are strongly recommended in site investigations, since laboratory studies are not sufficient for precise determination of soil parameters. Effects of soil disturbance on laboratory studies questions the validation of obtained soil parameters. In the in-situ tests, soil experience less disturbance and these tests are conducted in stress levels resembling to soil initial horizontal and vertical stresses. Also more volume of soil is tested by in-situ tests in comparison to laboratory studies. Pressuremeter instrument was invented by Menard (1954). In this test, a flexible cylinder is expanded in the cavity under fluid pressure and the volume and stress changes of the cavity are... 

    Red Tide Development Modelling by MIKE Software (in Persian Gulf)

    , M.Sc. Thesis Sharif University of Technology Zohdi, Elahe (Author) ; Abasspour, Majid (Supervisor)
    Abstract
    Land sourced marine pollution, overexploitation of living marine resources, destruction of habitat and introduction of harmful aquatic organisms and pathogens to new environment had been identified as the four greatest threats to the world’s oceans. Since invasive species can not be cleaned or absorbed in the ocean so, their effects on the environment are irreversible. Red tide is one of the invasive spieces and is a colloquial term used to refer to one of a variety of natural phenomena known as algal bloom. This phenomenon occur in estuarine, marine, or fresh water and algae accumulate rapidly in the water column and resulting in coloration of the surface water, varying in colour normally... 

    Numerical Modeling of In-plane Behavior of Adobe Walls Strengthened by Various Retrofitting Methods Under Cyclic Loading

    , M.Sc. Thesis Sharif University of Technology Hashemi Rafsanjani, Ebrahim (Author) ; Bakhshi, Ali (Supervisor) ; Ghannad, Mohammad Ali (Supervisor)
    Abstract
    Adobe structures are considered as masonry structures which are out of scope of 2800 Iranian code. Due to this code, since these structures are made of weak materials, they do not have a considerable resistance to earthquakes. Since these structures can be found all around Iran; therefore, seismic study of walls as an important component of these structures, is, indeed, necessary. During this study, cyclic tests on three types of adobe walls, without opening, with window-opening, and with door-and-window-opening with a scale of 2:3 were done to study their in-plane behavior and also their failure modes. Based on our observations, in these walls, because of small ratio of height to length,... 

    Behavior of Ring-confined Concrete-filled Steel Tubular Columns

    , M.Sc. Thesis Sharif University of Technology Siami, Basir (Author) ; Khalu, Alireza (Supervisor)
    Abstract
    Recently concrete filled steel tubular columns developed in the construction industry. In these types of columns, concrete and steel have efficient and complementary performance because of proper confinement provided by steel tube for concrete which leads to increase strength and ductility of concrete, also concrete prevents local and inward buckling of steel tube. CFST columns have several advantages over conventional reinforced concrete columns such as elimination of formwork and reinforcement, rapid construction, decrease in the column dimensions and saving extra floor space and also improvement in the load-carrying capacity, ductility and energy absorption ability. Despite the above... 

    Solidification of Fluid Inside the Pipeline to Fix or Replace the Defective Component

    , M.Sc. Thesis Sharif University of Technology Taheri, Mohammad Ali (Author) ; Saeedi, Mohammad Hassan (Supervisor)
    Abstract
    Pipe freezing has become well established in industry as a method of short-termisolation in order to carry out maintenance or repairs. It is often necessary to repair system components without plant shutdown or drainage of system having many piping structures which may have hazardous or expensive fluid. Therefore, a series of tests has been arranged to investigate the ice plug formation in two standard pipes with different diameter size. The freeze zone on the pipe has been created by means of an aluminum jacket which liquid nitrogen flows in it. In the tests the freezing time, amount of liquid nitrogen usage andthe pressure tolerance of ice plug have been determined. Moreover, the numerical... 

    Investigation of Atrium Shape Influence on Natural Ventilation Performance & CFD Model

    , M.Sc. Thesis Sharif University of Technology Shafiee, Ali (Author) ; Moosavi, Ali (Supervisor)
    Abstract
    In modern era, standpoints about atrium design have been revolutionized. In modern architecture, atrium not only designed for illuminating purposes but also designed by natural ventilation and passive cooling policies. Numerous parameters are making role in thermal efficiency of Atrium. A couple of these parameters are Atrium shape and openings area. In high rise atria the lower level rooms enjoy the advantage of buoyancy-driven ventilation while the upper level rooms suffer from its lack or weak presence. One strategy to solve this problem is designing building with various opening area in different heights but manipulating the opening size is restricted by some facts. Excessive Opening’s... 

    Development of Fragility Curves for Confined Masonry Buildings

    , Ph.D. Dissertation Sharif University of Technology Yekrangnia, Mohammad (Author) ; Ghannad, Mohammad Ali (Supervisor) ; Bakhshi, Ali (Supervisor)
    Abstract
    The present study deals with the development of development of fragility curves for confined masonry buildings with the emphasis on masonry school buildings by means of numerical simulation. In doing so and based on the results of several previously-performed tests in Iran, simple analytical models for confined masonry walls capable of predicting various failure modes and also simulating different behavioral characteristics of these walls in the form of cyclic force-displacement curves were presented. In order to endure the ability of the proposed analytical models in simulation of seismic response of existing confined masonry buildings, a static-cyclic in-situ test on a real typical...