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    The Behavior of Supporting Structures with Pretension Anchors by Geotechnical Softwares

    , M.Sc. Thesis Sharif University of Technology Ahmadi, Alireza (Author) ; Ahmadi, Mohammad Mehdi (Supervisor)
    Abstract
    In recent years, due to urban expansion and population growth, number of floors and excavations depth has increased. Stabilization of excavations is one of the most important issues in geotechnical engineering. Today, one of the most widely used methods that is used in deep excavations is brace soil by steels and pretension them. In this thesis tries to evaluate static behavior of flexible supporting structures with pretension anchors by using PLAXIS2D, FLAC3D and GEOSTUDIO softwares. The objective of this modeling is better understanding the static behavior of walls, comparing the two and three dimensional modeling and the effect of corners of excavation on deformation. The results shows... 

    Non-Scratch, Antibacterial And Self-cleaning SiO2/TiO2 Nano Composite Coating on Surgical Tools By Sol-Gel

    , M.Sc. Thesis Sharif University of Technology Ahmadi, Mohammad Hossein (Author) ; Ghorbani, Mohammad (Supervisor)
    Abstract
    In this study TiO2/SiO2 thin films were prepared by sol-gel method from Tetra isopropylortho Titanate(TIPT) as the principle of TiO2 material with Tera ethoxysilane(TEOS) as the principle of SiO2 material to achieve high scratch-resistant , antibacterial and self-cleaning surface area under the effect of various percentage of SiO2 . Film deposition was carried out using a dip-coating technique and heat-treatment was used at 700ºC to achieve crystalline of films with excellent adherence the of substrate.
    The surface morphology of the films has been observed by Scanning Electron Microscope (SEM) and the tribological properties of the surface were investigated by Atomic Force Microscope... 

    Optimal Selection of Local Models in Multi-Model Method

    , Ph.D. Dissertation Sharif University of Technology Ahmadi, Mahdi (Author) ; Haeri, Mohammad (Supervisor)
    Abstract
    Many processes and real world systems indicate nonlinear behavior and operate either naturally in multiple regions or in a wide range of operation space. Modelling and control of these systems by nonlinear methods needs to have a deep insight. Furthermore, the nonlinear methods leads to complexity issues. To overcome these problems, multi-model methods are introduced which consist of two steps, decomposition and combination. In decomposition step, the complex system is divided into a set of simple models; in the combination step, the behavior of local models are combined. How to decompose to local models and how to combine them are two main questions in this area which not answered... 

    Designing and Constructing a Heavy Water Electrolysis System for Deuterium Gas Production & Encapsulation at Mini Pilot Scale

    , M.Sc. Thesis Sharif University of Technology Ahmadi, Behnam (Author) ; Oteuokesh, Mohammad (Supervisor)
    Abstract
    By studying and evaluating methods for producing deuterium gas from heavy water, the electrolysis method with polymer membranes (PEM) was defined as the proposed method.The (PEMWEs) is a new method in electrolysis, which utilizes solid polymer electrolyte (SPE) membranes as electrolytes to play a significant role in reducing the resistivity in the electrolysis and also in comparison with alkaline electrolysis in terms of energy consumption and optimal being in condition is also a better condition for the purity of the produced gas.In this regard, a polymer electrolyte membrane water electrolysers (PEMWEs) was designed and developed on a laboratory scale. After analysis of the sample gas, and... 

    Electrodeposition and Characterization of Zn-Ni-P/Zn-Ni Multilayer from Citrate Bath

    , M.Sc. Thesis Sharif University of Technology Ahmadi, Kiumars (Author) ; Ghorbani, Mohammad (Supervisor)
    Abstract
    The aim of this study was electrodeposition of Zn-Ni-P/Zn-Ni multilayer coatings by single-bath method from a citrate bath to produce a sacrificial coating with high barrier properties compared to Zn-Ni monolayer coating. The coatings that were prepared at 10 mA/cm2 was Zn-Ni-P (Ni-rich and percentage of zinc, nickel and phosphorus, respectively: 40, 50 and 10 %), and the alloy deposited in 60 mA/cm2 were practically Zn-Ni (Zn-rich, 85% zinc) and almost phosphorus free. Galvanostatic pulse deposition method through switching of the current density between the two values mentioned in monolayers (10 and 60 mA/cm2) in different time periods to create bilayers corresponding to the monolayers,... 

    Production of Magnesium Nanoparticles by Electromagnetinc Levitation Melting

    , M.Sc. Thesis Sharif University of Technology Ahmadi, Mahdi (Author) ; Halali, Mohammad (Supervisor)
    Abstract
    Electromagnetic levitation(EML) provides a process producing nanoparticles using gas condensation method. In gas condensation processes, vapor is produced by heating the sample then inert gas is applied to provide the inert atmosphere and also cool and condense the sample vapor into a nano powder to obtain a sample nanoparticle. In the EML method, rapidly alternating electromagnetic field induces eddy current in the conducting sample which will heat the sample. The current in the sample result in an induced magnetic field. Consequently, the sample droplet is heated and levitated simultaneously by an induction furnace as a generator. The sample temperature is dependent on parameters such as... 

    Numerical Analysis of Mechanized Tunneling Effects in Different Conditions on Internal Forces and Settlement of Superstructures

    , M.Sc. Thesis Sharif University of Technology Shirazi, Mohammad Hassan (Author) ; Ahmadi, Mohammad Mahdi (Supervisor)
    Abstract
    In this research with Finite Element Methods in ABAQUS, numerical modeling has done in three-dimensions, which can be used to determine the effect of different factors on the surface settlement. Also, various factors such as geotechnical conditions, tunnel diameter,tunnel depth, the impact of the thickness of the segments and the amount of eccentricity of the structure relative to the longitudinal axis of the tunnel considered in this study. Face Pressure Supports, and Grout Injection Pressures are taken into account, too.Tunnel drilling causes a change in the displacement area and creates a changing zone around the tunnel. In this regard, not only adjacent buildings will be affected by... 

    Correlation of In-Situ Horizontal Stress and Cone Tip Resistance in Sandy Soils Using Calibration Chamber Test Measurements

    , M.Sc. Thesis Sharif University of Technology Alikahi, Mohammad Hossein (Author) ; Ahmadi, Mohammad Mehdi (Supervisor)
    Abstract
    This study aims to propose a new correlation between in-situ horizontal stress and cone tip resistance in soils. Knowing the field in-situ stress state condition has an important role in stability assessment and stress-deformation analysis in a common geotechnical system. Although vertical stress could be measured easily, horizontal stress is still known as challenging work. Due to the difficulty in sampling undisturbed sand specimens, in-situ tests have been proposed in the previous literature to investigate the different characteristics of this soil. Cone Penetration Test (CPT) is one of the most used and accepted soil methods for soil investigation, identifying different soil parameters... 

    Numerical Modeling of Hydrothermal Behavior of Geothermal Tunnels in Sandy Soils

    , M.Sc. Thesis Sharif University of Technology Ashkbari, Mohammad Amin (Author) ; Ahmadi, Mohammad Mehdi (Supervisor)
    Abstract
    Shallow geothermal energy is a renewable and sustainable form of energy that has the potential to help alleviate the growing climate and energy crisis. The most common system used to extract shallow geothermal energy is the ground source heat pump (GSHP) system. The concept of using underground structures in exploiting shallow geothermal energy for space heating and cooling has received increasing attention. This study focuses on the use of geothermal tunnels as a means of extracting shallow geothermal energy.This research examines the effects of different heat transfer mechanisms, and highlights the effects of this phenomenon by focusing on the effects of natural convection around the... 

    The Effects of Residence Time, Temperature and Particle size in Partially Reduction of Hematite to Magnetite VIA Fluidized bed Furnace

    , M.Sc. Thesis Sharif University of Technology Ahmadi, Alireza (Author) ; Halai, Mohammad (Supervisor)
    Abstract
    The Effects of temperature, residence time and particle size has been investigated on partial reduction of hematite to magnetite VIA fluidized bed reactor. Since there is water crisis in Iran, it is not rational to use gravity separation processes. Rather the best way is to use magnetic separation. Ghazvin’s region non-coking coal was used for gasifying step in various temperatures in order to produce the gas reduction agent. Golgohr’s mine waste concentrate were tested as the initial iron ore. For the very first time, the residence time of the particles were investigated by the change of height of reaction chamber, in 3 different heights, and the highest i.e. 15 cm had the best results. As... 

    Numerical Study of Pile Behavior under Seismic Loading

    , M.Sc. Thesis Sharif University of Technology Mashinchian, Mohammad Javad (Author) ; Ahmadi, Mohammad Mahdi (Supervisor)
    Abstract
    Numerous structures which are involved in seismic soil-pile-structure interaction have been destroyed. Considering complexities which exist in soil-pile interaction problems and lack of precise methods without imperfect bases, it is necessary to use numerical methods for analyzing soil-pile interaction problems. In this research, three-dimensional modeling and studying the effect of changing soil and pile parameters on the behavior of pile under earthquake loading is performed using finite difference software, FLAC3D. The soil in this model has a softening behavior. Real earthquake spectrum has been applied into the model as the acceleration time history at the bedrock level. The results of... 

    Numerical Investigation of the Effects of Different Parameters on the Mechanical Response of Energy Pile under Cyclic Thermal Loading in Saturated Clay

    , M.Sc. Thesis Sharif University of Technology Sadeghzadeh, Mohammad Reza (Author) ; Ahmadi, Mohammad Mehdi (Supervisor)
    Abstract
    Considering the environmental pollution caused by the consumption of fossil fuels, replacing clean and renewable energies instead of fossil fuels has become one of the most critical issues across the world. The use of energy geostructures, especially energy piles, to exchange the heat between the superstructures and the ground is one of the approaches for taking advantage of clean energy. In order to maintain the safety and the serviceability of structures built on energy piles, it is necessary to study the effects of heat exchange between energy piles and the ground on the mechanical behavior of energy piles, as well as the effects of various parameters on the interaction between energy... 

    A Numerical Study of Bearing Capacity Factors for Shallow Foundations

    , M.Sc. Thesis Sharif University of Technology Sharifian, Hadi (Author) ; Ahmadi, Mohammad Mehdi (Supervisor)
    Abstract
    Determination of ultimate bearing capacity of shallow foundations has been discussed since long time ago in many books and papers. Although this is not generally a new problem, there are still some problems which may be interesting to be investigated in detail using suitable computer programs and by application of appropriate soil models. Comprehensive surveys on bearing capacity coefficients of different foundations have been done by utilizing FLAC software. The failure of soil is governed by the Elasto-Plastic Mohr-coulomb criterion. New graphs and equations have been developed for determining the coefficients. The equations achieved in this study by numerical methods, have been compared... 

    Numerical Pile Driving Analysis by FLAC2D (With special issue on quake parameters)

    , M.Sc. Thesis Sharif University of Technology Hashemi, Saeed (Author) ; Ahmadi, Mohammad Mehdi (Supervisor)
    Abstract
    Nowadays, pile usage in construction of deep foundations has increased significantly, instead of shallow foundation in areas that shallow foundations doesn’t provide enough bearing capacity and measuring the velocity and acceleration due to pile driving is very important. Because, all responses of building and individuals located near the pile driving site influenced by these three parameters: pile vertical displacement, peak particle acceleration (PPA) and peak particle velocity (PPV). One can estimates these important parameters by numerical analysis of pile driving process in different distances and depths to determining the effect of pile driving. Compared values obtained from numerical... 

    Numerical Modeling of the Bearing Capacity of Suction Caisson by Finite Element Method

    , M.Sc. Thesis Sharif University of Technology Hejazian, Maryam (Author) ; Ahmadi, Mohammad Mahdi (Supervisor)
    Abstract
    Suction caisson is a relatively new technology which was introduced about 30 years ago for the first time and after several investigations, was found its position in the oil industry and construction of anchorages, during previous decade. So nowadays, it is the most effective and economical choice as the mooring of offshore structures in comparison with the other foundations. Suction caisson is a hollow cylinder with an open bottom and a closed top. After placement on the seafloor, the caisson first penetrates into the soil by its self weight and then inserts into the ground by pumping water out of it. Although many researchers have attempted to understand the behavior of suction caissons... 

    Numerical Analysis of Piles Behavior in Clay under Lateral Load

    , M.Sc. Thesis Sharif University of Technology Bedayat, Houman (Author) ; Ahmadi, Mohammad Mehdi (Supervisor)
    Abstract
    There are several factors affecting the behavior and response of a pile under lateral loads. These factors can be divided into two main categories: geometrical factors (e.g. dimensions of the pile, soil, and mesh scheme) and material properties (e.g. shear modulus, bulk modulus, soil elasticity, soil density, and shear strength). Studying the effects and importance of these factors in the final response of the pile (i.e. ultimate forces and displacements) can help design engineers in optimization of their designs. Given the importance of the subject and the possibility of using numerical methods and computer technology to evaluate the behavior of piles, this research attempts to use finite... 

    Climatic Map of Atmospheric Corrosion of Iran

    , M.Sc. Thesis Sharif University of Technology Amir Ahmadi, Sam (Author) ; Ghorbani, Mohammad (Supervisor)
    Abstract
    Atmospheric corrosion as one of the most principal factors of destruction is not Climatic map of atmospheric corrosion is closely related to air and atmospheric factors among which we can point out to different types of atmospheric pollutions such as NOX, SOX gases and pendant materials as well as the rate of humidity and rain and even the rate of sun radiation. The effects of these factors beside each other cause the speed of corrosion from a climate to another climate to be changed, which is presentable in form of a map. There is a 2 method to provide this map. First build up a station to measure the corrosion data and collect them in a long period of time. This method are time consuming... 

    Control of a Crystallization Process

    , M.Sc. Thesis Sharif University of Technology Ahmadi Orkomi, Ali (Author) ; Shahrokhi, Mohammad (Supervisor)
    Abstract
    The object of this research is modeling, simulation and control of a crystallization process. Population balance equation (PBE) has been used for modeling of such processes. Most of the existing numerical methods cannot solve the general form of PBE in presence of the breakage and agglomeration terms and some others are not suitable for control objectives, because of their intractable CPU time. In this work a new developed numerical method called conservation element and solution element (CE/SE) has been used for solving general form of multidimensional population balance equations. The accuracy and effectiveness of the scheme is demonstrated through computer simulation. According to the... 

    Structural-Geotechnical Interactions in Piled Raft Foundations (Prf) Design for High Rise Buildings Under Earthquake Loading

    , M.Sc. Thesis Sharif University of Technology Eslami, Mohammad (Author) ; Ahmadi, Mohammad Mehdi (Supervisor)
    Abstract
    It has been realized that the raft (mat) foundations are capable of bearing very large loads when they are assisted with a pile group. The contribution of both raft and piles to carry the surcharge loads is taken into account, considering the stiffness and strength of involved elements in the system, i.e. piles, raft and surrounding soil. Piles are usually required to ensure the stability of the foundation and to act as settlement reducers especially for high rise buildings. The present study focuses on both kinematic and inertial effects of piled foundations and piled raft foundations under earthquake loading. The Finite Element Method (FEM) via ABAQUS will be used as an appropriate tool to... 

    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...