Titlebook: International Conference on Emerging Trends in Engineering (ICETE); Emerging Trends in S Suresh Chandra Satapathy,K. Srujan Raju,George A.

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Nonlinear Dynamic Analysis,model was analyzed. For simulation software used is Opensees - Open System for Earthquake Engineering Simulations. High Performance Computing facility of C-DAC is used for simulations. The results indicate the probability of yield and collapse of the structure when subjected to a series of earthquakes.

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Effect of Different Aggregates on Alkali Silica Reaction of Geopolymer Concrete,STM: C1260-07 standards. Scanning Electron Microscope (SEM) is used for petrographic analysis. It is observed that the alkali silica reaction in Fly ash and GGBS based geopolymer concrete is comparatively less than the OPC based concrete and the expansions are well below ASTM threshold.

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Assessment of Aquifer Vulnerability of Nizamabad District, Telangana State, India Using GIS and Dra Nizamabad district, Telangana state using DRASTIC model in ARC GIS 10.4.1 groundwater vulnerability map can be obtained by overlaying seven layers. Such as Depth of water level, Net Recharge, Aquifer Media, Soil Permeability, Topography, Impact of Vadose Zone and Hydraulic conductivity.

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Bearing Capacity of Strip Footing on Reinforced Foundation Beds with Inclined Reinforcement,g capacity with angle of shearing resistance of sand bed, length of reinforcement, sand bed density are studied. Sand bed reinforced with inclined reinforcement quantify the increase in bearing capacity when compared with conventional method of placing reinforcement horizontally.

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Hydrologic Modeling with Transfer Function Based Approach: A Comparative Study over Godavari River estimating the runoff with minimal data availability. Here, we use two transfer function based approaches viz. linear regression (LR) and kernel regression (KR) for estimating runoff over Godavari river basin. We find that LR outperforms its non-parametric counterpart in capturing long-term properties of observed runoff.

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Study on Interaction of Reinforcing Strips Embedded in Cement Modified Marginal Backfill,nal backfill soil without and with cement modification. The testing was carried out in laboratory using a test box. The pull-out factors F and α as suggested by FHWA were evaluated using the test data.

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Effect of Eccentric Load on Footing Resting on Planar Geosynthetic Reinforcement,results indicate that there is significant improvement in the bearing capacity and reduction in the settlement by providing planar reinforcement until the eccentricity is 0.1 times the width of footing.

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Conference proceedings 2020h as water resource engineering, structural engineering, geotechnical and transportation engineering, mining engineering, production and industrial engineering, thermal engineering, design engineering, and production engineering..

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Ground Improvement Using Band Drains at Onshore Gas Terminal Near Kakinada (AP), India,chnology in Ground Engineering, viz. Prefabricated Vertical Drains, wrapped in Geo textile filter jacket of non - woven, spun - bonded material, to retain fine particles, based on three – dimensional consolidation theory. This has considerably accelerated the settlements so as to ensure the safe con