Self compacting concrete thesis
Subhra Das and Satyabrata Choudhury (2016 Seismic Response Mitigation of Low-rise RC Frame Buildings with Infill using Tuned Liquid Damper, Structural Engineering Convention SEC (2016 csir-serc Chennai, 21-23 Dec.,. Dutta Kalyan Moy Chanda Estimation of Fault Density for India. This formwork is built out of prefabricated modules with a metal frame (usually steel or aluminium ) and covered on the application ( concrete ) side with material having the wanted surface structure (steel, aluminum, timber, etc.). The most common sheathing is plywood, but steel and fiberglass are also in use. PhD Thesis, University of Edinburgh, Edinburgh. Of Mechanics Based Design of Structures and Machines,.43: 450465, DOI:.1080/15397734.2015.1025961. Deb Ravi K Effectiveness of reinforcement in unpaved road sub-base under cyclic loading. The beams and formwork are typically set by hand and pinned, clipped, or screwed together. Dash Vempati Ravindra Effect of compaction conditions on the hydraulic and compressibility behaviour of various Fly Ash-Cement and Fly Ash-Bentonite mixtures. Smaller tables are generally easier to customize around geometrically complicated buildings, (round or non rectangular) or to form around columns in comparison to their large counterparts.
Self Compacted Concrete Essay - 3853 Words
The most notable concrete structure from this period is the Pantheon in Rome. Deb Kuleshwar Verma Analysis of the relationships between heterogeneous traffic characteristics. Various types of climbing formwork exist, which are either relocated from time to time, or can even move on their own (usually on hydraulic jacks, required for self-climbing and gliding formworks). Dash Bodala Ramu Effect of the particle size of sand on the various behavior of sand-bentonite mixtures. Singh Arindam Chattopadhyay Meso-scale hydrological modelling for extreme floods. Sudarshan Patowary Channel routing considering piedmont zone Prof. Maity Dasari Sudhakar Removal of Bismark Brown Dye from wastewater using zero-valent metal chemical reduction and aerobic oxidation. Sarma Ningombam Thoiba Singh Analysis of piled raft foundations in clayey soils. Ryntathiang Budde Tharun Analysis of lateral gap maintaining behavior of vehicles moving in heterogeneous traffic stream.
Behavior of RC beams with tension lap splices confined
(2001 Dynamic Analysis of Buildings with Yielding Truss Elements of Bilinear Characteristics, journal of the Institution of Engineers (India. Appala Naidu Stability study of cable-stayed bridge under wind load. Vijaya Lakshmi Estimation of scour depth around bridge piers. Talukdar Shashibhushan Kumar Singh Finite element analysis of layered shells. Assessment of water quality parameters of a rainfed lake of IIT guwahati campus for growth and sustenance of fishes Prof. Taher Ahmed and Satyabrata Choudhury (2016 Review of Application of Inelastic Response Spectra for Seismic Analysis of Structure, International Conference on Civil Engineering, Architecture and Environmental Engg for Global Sustainability, Organized by Krishi Sanskriti Publications at JNU Delhi, Oct. Dey Mali Shivanand Mahdeo Influence of fiber and geocell on strength behavior of fine-grained and granular soils. Ryntathiang Chanchal Kumar Das A study on the influence of multiple contaminants on sorption behavior of locally available soil. Singh Pollayi Hemaraju Object-oriented finite element programming : A framework for implementation of some of the mixed formulations.
Talukdar Rama Rao Para Retrofitting of beam-column joint using FRP Prof. Tunnel forms require sufficient space exterior to the building for the entire form to be slipped out and hoisted up to the next level. Chakraborty Tuhin Patari Analysis of Solid and Voided Skew Bridge Decks: Modeling Issues. Dutta Mihir Kanti Daspriya Efect of binder type, source concentration of chloride and exposure period on chloride ingress in concrete. The time between pouring and formwork stripping depends on the job specifications, the cure required, and whether the form is supporting any weight, but is usually at least 24 hours after the pour is completed. Concrete structures self compacting concrete thesis using fabric formwork.
Water absorption and electrical resistivity of concrete
Singh Suchit Kumar Patel A study on behaviour of suction caisson foundations. Sarma Surajit Mandal Water quality evaluation in an urban stretch of Brahmaputra river using WQI and multiple regression analysis. Murali Krishna Kamalesh Kumar Study on design aspects of stone columns and liquefaction mitigation. Sailaja Devi Forecasting of earthquake energy time series. Venkata Rajyalakshmi Regionalization of rainfall-runoff processes in peninsular river catchments. Maity Naveen Raj Chavan Dynamic response of baffled liquid storage tank considering fluid structure interaction. Singh Bimalendu Mandal Effect of compaction condition on the hydraulic and compressibility behaviors of various fly ash bentonite mixtures. STG Raghu Kanth. Mahanta Rahul.M Macroscopic models for Heterogeneous traffic. Once in position the gaps between the tables or table and wall are filled with "fillers".
Ayothiraman Mriganka Deka 2-D model for simulating unsteady flow in braided river. Rele Analysis of three-cell prestressed concrete box girder including shear lag effect Prof. Singh Sainath Babu Dukka Seismic vulnerability analysis of Itanagar bridge. Deb Apruban Mukherjee 2D flow simulation in alluvial river using Mike software. Sreekantha Reddy Evaluation of size effect in beam-column joint with and without FRP Prof. Ryntathiang Joy Pal Damage detection using wavelet transform and genetic algorithm.
Thesis (Completed) Department of Civil
Kaushik Sandeep Shantinath Patil Empirical period formulae for force based seismic design of buildings. Garbett J, Darby AP and Ibell TJ (2010) Optimised beam design using innovative fabric-formed concrete. Ramanjaneyulu Studies on swell-shrink behaviour self compacting concrete thesis of clays. Chakraborty Rajesh Meena Flouride removal by adsorption and ion exchange process. M Laboratory investigations to maximize the utility of fly ash for landfill liner. Kaushik Sandeep Kumar Chourasia Distribution rainfall-runoff modeling using WMS and ANN. Mahanta Manish Kumar Removal of nitrate from aqueous solution using zero-valent magnesium. This then results in fresh concrete escaping out of the formwork in a form blowout, often in large quantities. Boeing Singh Harshavardhan Narayan Shinde Corrosion behaviour of steel bar in concrete power solution extracts conyaminated with chloride and sulfate salts. Maity Sreenivasulu Chenchugari Seismic response of structures considering effect of unbounded soil media.
1, contents, formwork and concrete form types edit. Dasgupta Kanuila Nagavijaykumar A study on fresh properties, strength and durability of self-compacting concrete. Sujit Kumar Dash Sanjib Kumar Bhattacharya Strengthening of existing open ground storey reinforced concrete buildings Prof. Singh Shinde Bhushan Vilas Modulus of elasticity of geocell reinforced foundation beds. Kaushik Manoj M Performance evaluation of asphaltic concrete and flexible rigid pavement overlays. Choudhury (2014 A Study on the Adequacy of Codal Column-to-Beam Capacity Ratio, International Conference on Multidisciplinary Research Practice (icmrp-2014 Nov 30, Organized by Ahmedabad Management Association, Ahmedabad, Gujarat, India;. Murali Krishna Babloo Kumar Tensiometer measurement of suction for Indian fly ashes. Deb Gokul Bhuyan Development a arima models for forecasting the PM10 and PM2.5 concentrations near urban traffic intersection in winter periods. Deb Nagendra Babu Desu Genetic algorithm based optimum seismic response control of asymmetric building using tuned self compacting concrete thesis mass dampers. Jawed Prejith Pottatheere Seismic vulnerability assessment of skew bridges using fragility curve.
Ghosh Kambam Kiran Singh Buckling of cracked ldss hollow circular columns under pure axial compression. Modules are often no larger than 3 to 6 feet or 1 to 2 metres in size. Dutta Tushar Kanti Guha Modeling of aerodynamic properties of trees for boundary layer wind tunnel dispersion studies at low wind velocities. Lin Pengzhi Ambavaram Hari Krishna Analysis of FRP strengthened reinforced concrete beam. Mallikarjuna Kulkarni Vihangraj Vijaykumar Perchlorate removal from wastewater by various physicochemical processes. Maity Kiran Bhagate Design sensitivity analysis using elastoplastic constitutive model for large strain by finite element method. Chandrakant Pushkar self compacting concrete thesis Finite element solution of plate with crack by cosserat point element. Prabhudutta Pradhan Development of constitutive model for geocell reinforced san using triaxial test data. Mishra Rayapudi Ramesh Babu Studies on use of shredded tires in foundation applications.
Civil Engineering Seminar Topics, PPT
Formwork comes in several types: Traditional timber formwork. The length might vary and can self compacting concrete thesis be up to 100 feet (or more) depending on the crane capacity. And Choudhury,., "Methods for Improving the Seismic Performance of Structures - A Review Int. Singh Amit Kumar Rathi Role of Fillers in Design of Bituminous Mixes. Singh Mamu Loying Experimental investigation on multiple contaminant migration in soil. Hand setting modular aluminum deck formwork Handset modular aluminum formwork Modular slab formwork edit These systems consist of prefabricated timber, steel or aluminum beams and formwork modules. Mahanta Ashok Julaganti Assessment of Urban Transport Network. Srinivas A study on wind induced vibration and control in tall chimneys. Slab formwork (deck formwork) edit Schematic sketch of traditional formwork Modular formwork with deck for housing project in Chile Steel and plywood formwork for poured in place concrete foundation History edit Some of the earliest examples of concrete slabs were built by Roman engineers. Ryntathiang Ajay Kumar A parametric study of single and double edge notched plates under antiplane loading using finite element method. 2007 Batch TOP Name Thesis Title Supervisor(s) Amaranadha Reddy V Estimation of fatigue life of orthotropic bridge deck using linear fracture mechanics approach Prof. Deb Pamarthi Jhansi Lakshmi Optimal hourly reservoir operating policy using genetic algorithm Prof. Gokhale Sudipta Kumar Mishra Physically based hydrological modelling for extreme floods in tropical watersheds.
Vinot Geotechnical reuse of shredded scrap tyres to reinforce soils. Choudhary Haradhan Sarkar Behavior of interlocking concrete block pavement laid over confined single size aggregate grouted with stone dust. Abhijit Rout Hydraulic performance of multi-layered cover system for shallow waste diposal. Singh Padmanjali Vanka Impact of Pre-Sedimentation on optimum coagulant dosages. Choudhury (2014 Determination of column size for displacement-based design of reinforced concrete frame buildings,. Moreover, the resulting member requires more material and has a greater self-weight than one cast with a variable cross section. Singh Dipjyoti Baglari Behaviour of lime stabilized reinforced expansive soil.