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1992 articles for “Keywords”
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Concrete Properties Enhancement with use of Carbon Fibers
Abstract: Concrete standard grade of concrete with high strength with mechanical properties like flexural strength as well as split is a requirement / need for today’s fastest construction work. To improve the mechanical properties there is need for adding fibers in concrete. Distinct fibers available in worldwide out of which carbon fibers had showed very effective solution for enhancing high strength mechanical properties of concrete. In this paper we have designed …
Published in International Journal of Geological and Geotechnical Engineering · Vol. 7, Issue 2, 2021 · pp. 1–8 Read article
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Strength of Soil below RC Frame Subjected to Seismic Forces
Abstract: Present study focusses on the dynamic behavior of Soil below reinforced concrete frames considering soil structure interaction by performing linear static and dynamic analysis. A reinforced concrete frame having G+10 storey was considered. The investigation on the behavior of RC frame is carried out by using dynamic analysis i.e., Response Spectrum method. The modeling of RC frame is carried out by using finite element-based computer program i.e., STAAD.Pro. The investigation …
Published in International Journal of Geological and Geotechnical Engineering · Vol. 7, Issue 2, 2021 · pp. 35–42 Read article
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Simplified Analytical and Numerical Analysis for Stability of Tunnel and Foundation Containing Sloping Ground
Abstract: Tunnel, foundation and superstructure effect on the stability of slope. Numerical and simplified analytical analyses evaluate behavior of slope under various conditions. However, factor of safety indicates failure criteria of slope. Present research develops some simplified analytical formulae for a specific model and numerical code (PLAXIS 3D) performs finite element analysis of this model. During numerical analysis considers Mohr-Coulomb material model and drained condition. Factor of safety assesses from variations …
Published in International Journal of Geological and Geotechnical Engineering · Vol. 7, Issue 2, 2021 · pp. 24–34 Read article
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Potential of Limestone Powder in the Production of Self Compacting Concrete
Abstract: Self-compacting concrete (SCC) is a cutting-edge building material. It's a smooth, durable concrete that fills the formwork completely. The SCC needs a lot of powder to perform well (mostly cement). However, increasing the cement content is impractical and may result in greater hydration heat and drying shrinkage. This project studies the effect of limestone powder (LSP) on the fresh and hardened appearances of SCC. To evaluate the samples with and …
Published in International Journal of Geological and Geotechnical Engineering · Vol. 7, Issue 2, 2021 · pp. 17–23 Read article
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Dynamic Response of Reinforced Concrete Frame Considering Soil Structure Interaction
Abstract: Present study focus on the dynamic behavior of reinforced concrete frames considering soil structure interaction by performing linear static and dynamic analysis. A reinforced concrete frame having G+10 storey was considered. The investigation on the behavior of RC frame is carried out by using dynamic analysis i.e., Response Spectrum method. The modeling of RC frame is carried out by using finite element-based computer program i.e., STAAD.Pro. The investigation is carryout …
Published in International Journal of Geological and Geotechnical Engineering · Vol. 7, Issue 2, 2021 · pp. 9–16 Read article
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Estimation of Burden Rock Movement using High Speed Videography: Case Study of A Limestone Mine
Abstract: In an opencast mine involving hard rock/deposit excavation, blasting becomes a very important activity. Effective usage of explosive energy to fragment and displace the hard strata results in considerable savings. However, the occurrence of blasts in mines is so rapid that the naked eye cannot detect the process. High speed videography can provide the progress of blast in millisecond time scale needed to analyze the happenings in the blast. An …
Published in International Journal of Geological and Geotechnical Engineering · Vol. 8, Issue 1, 2022 · pp. 14–25 Read article
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Watershed Management of Karha Basin by Using Geohydrological, Geomorphological and Geophysical Data
Abstract: The present work deals with the existing water structures available in the upper and lower Karha river basin of Purandar taluka, Pune District. Analysis of the existing structures, understanding the actual condition in upper and lower Karha river basin is carried out and the detailed investigations are countered. Geophysical investigation is carried out by Wenner method. Use of geophysical data has given the actual geology in the sub-surficial region of …
Published in International Journal of Geological and Geotechnical Engineering · Vol. 8, Issue 1, 2022 · pp. 43–54 Read article
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Performance of Bricks and Brick Masonry in Aggressive Chemical Environment
Abstract: Abstract In India, the use of burnt clay bricks in dwellings is common since the ancient Indus civilization. In buildings, bricks are used in brick masonry, reinforced brick work and in some cases as coarse aggregate in the construction of foundation base. The performance of brick masonry depends upon the quality of bricks, quality of masonry work and the prevalent environmental conditions which have to be faced by the structure. …
Published in International Journal of Structural Engineering and Analysis · Vol. 1, Issue 2, 2015 · pp. 1–12 Read article
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Analysis & Design of T-Beam Bridge over Rangiya Nala
Abstract: Abstract Bridges serve as the means of transportation over river or valley or to provide ease of transportation over crossings. They act as catalyst in booming the local economy. Design of bridges has a special importance in the field of civil engineering. Bridges range from timber to pre-stress. However, the design of T-beam bridge is always a better choice where underneath transportation is prohibited during construction and the span of …
Published in International Journal of Structural Engineering and Analysis · Vol. 1, Issue 2, 2015 · pp. 13–29 Read article
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Development of Computer Program for Structural analysis of Flexible Pavement
Abstract: Abstract The main objective of this study is evaluating the distresses (rutting and fatigue) happened in the pavement and determines the effect of several parameters on pavement. This study includes two steps, First experimental work to compute stiffness, rutting parameters and fatigue parameters of three asphaltic layers. Second, was a computer program developed by visual basic languish to evaluating the sensitivity of several parameters (resilient modulus, thickness of layer) on …
Published in International Journal of Structural Engineering and Analysis · Vol. 1, Issue 2, 2015 · pp. 30–38 Read article
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Static and Dynamic Analysis on a Steel Module in a Floating Production Storage and Offloading (FPSO) Ship
Abstract: Abstract: An FPSO (Floating Production Storage and Offloading) is a floating production system that receives fluids (crude oil, hydrocarbons etc.) from a subsea reservoir and processes into oil and gas. Most FPSOs are ship-shaped, remodelled from existing cargo ships. FPSOs have been serving the offshore oil and gas industry for nearly 30 years. They have been proved to be safe and economical. A steel structure (module) in a FPSO will …
Published in International Journal of Structural Engineering and Analysis · Vol. 2, Issue 1, 2016 · pp. 7–14 Read article
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Flexural Analysis of Thick Beam Subjected to Sine Load Using Refined Shear Deformation Theory
Abstract: A Hyperbolic Shear Deformation Theory (HPSDT) taking into account transverse shear deformation effects is used for the static flexure analysis of thick isotropic beams. The displacement field of the theory contains two variables. The hyperbolic sine and cosine function is used in the displacement field in terms of thickness coordinate to represent shear deformation. The transverse shear stress can be obtained directly from the use of constitutive relations, satisfying the …
Published in International Journal of Structural Engineering and Analysis · Vol. 2, Issue 2, 2016 · pp. 8–19 Read article
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Composite Laminated Cantilever Beam Administer to The Varying Load Using Hyperbolic Shear Deformation Theory
Abstract: The current research consolidates an answer for the flexural examination of basically cantilever beam four layer laminated beam with varying load by utilizing hyperbolic shear deformation theory. These bar numerical are obtained by executing higher shear disfigurement hypothesis having displacement field over the beamcross-segment. Plan relies upon course of action of a beam spoke to by rule of virtual work methodology through the thickness of an overlay beam. Overseeing differential …
Published in International Journal of Structural Engineering and Analysis · Vol. 6, Issue 2, 2020 · pp. 26–34 Read article
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Optimal Design of Cantilever Retaining Wall Using Relief Shelve: A Review
Abstract: The sectional dimensions of retaining wallessentially depends on the active lateral earth pressure acting on it. Many researchers have struggledon researches to minimize the effective lateral pressure and to adopt the optimized and economical design for retaining walls. Provision of relief shelves to retaining walls reduces the lateral earth pressure, this type of retaining wall is considered as a special type of retaining wall. For high cantilever wall, there will …
Published in International Journal of Structural Engineering and Analysis · Vol. 6, Issue 1, 2020 · pp. 29–39 Read article
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Seismic Performance Of RC Elevated Liquid Storage Tank Supported On Partial Shaft Type And Full Shaft Type Staging.
Abstract: Elevated water tanks are mostly used in public water distribution system. These structures are most vulnerable under earthquake excitation due to large lumped mass concentrated at the top of slender supporting structure. In this dissertation, a comparative study is made on seismic performance of elevated intze shape water tank supported partial shaft type staging and full shaft type staging of 2,50,000 litre capacity. The analysis s carried out in accordance …
Published in International Journal of Structural Engineering and Analysis · Vol. 6, Issue 1, 2020 · pp. 40–51 Read article
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Comparison between with and without horizontal bracing on sloping and plain ground: seismic zone iii
Abstract: In this work, the structure selected for study is G+12 storied regular RC residential building. The seismic analysis of 5 bays (6m x 6m room size) buildings on varying slope angles were studied and compared with the same on the flat ground. The seismic forces of zone III were considered as per IS: 1893:2002 in STAAD.Pro software for the structural analysis. In this paper columns, plinth beams, slab beams and …
Published in International Journal of Structural Engineering and Analysis · Vol. 6, Issue 1, 2020 · pp. 1–14 Read article
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Finite Element Modeling of RC Beam Column Sub-assemblages Subjected to Column Loss Scenario
Abstract: Progressive collapse is a situation where a failure of whole or large part of a structure occurs that has been initiated by failure of a relatively small part of the structure such as failure of any primary structural element. When a vertical load carrying element, typically a column is lost, the loads that are supposed to pass through lost column need to be safely transferred to the adjacent elements to …
Published in International Journal of Structural Engineering and Analysis · Vol. 6, Issue 2, 2020 · pp. 1–20 Read article
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Prediction of Circular Frequency of Precast Concrete Piles with Distributed Mass by Resonance Moment–Displacement Approach
Abstract: This paper presents the results of circular natural frequency of single piles from critical buckling load by resonance moment-displacement approach. The support end conditions considered are pinned-pinned, fixed-fixed, and fixed-pinned respectively. It was assumed that resonance moment occurs when the bending moment diagram is made equal to zero at the supports while the resonance displacement is the sum total deflections resulting from the system reduction to an equivalent pinned-pinned system. …
Published in International Journal of Structural Engineering and Analysis · Vol. 6, Issue 2, 2020 · pp. 55–61 Read article
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Reviewing on the Performance of Masonry, Reinforced Concrete and Underground Tunnels against Blast Loading
Abstract: An explosion on the elevated structures caused by terrorist activities or manmade events can induce significant deformations in the Civil Engineering structures. Therefore, it is necessary to review the response of the structural systems such as masonry structures, reinforced concrete building structures and reinforced concrete tunnel. In order to understand the scope for protecting such a structures and the structural behaviour under blast loading, a detailed literature review is conducted. …
Published in International Journal of Structural Engineering and Analysis · Vol. 7, Issue 1, 2021 · pp. 31–42 Read article
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Deterministic Analysis of Multilevel Structure with Geometric Non- Linearity
Abstract: After the invention of numerous Structural analyses software, there has been rapid changes in the analysis of multi-storey structures and skyscrapers. These software allows the designers and engineers to forecast precisely the critical elements of the design and the points to be reinforced before the actual construction of the structure.For the critical analysis, software utilizes the Geometric Non-linearity method which is one of the second order analysis. This is also …
Published in International Journal of Structural Engineering and Analysis · Vol. 7, Issue 1, 2021 · pp. 11–15 Read article