Notice Board :

Call for Paper
Vol. 2 Issue 8

Submission Start Date:
Aug 01, 2021

Acceptence Notification Start:
Aug 10, 2021

Submission End:
Aug 25, 2021

Final MenuScript Due:
Aug 31, 2021

Publication Date:
Aug 31, 2021
                         Notice Board: Call for PaperVol. 2 Issue 8      Submission Start Date: Aug 01, 2021      Acceptence Notification Start: Aug 10, 2021      Submission End: Aug 25, 2021      Final MenuScript Due: Aug 31, 2021      Publication Date: Aug 31, 2021




Volume II Issue VII

Author Name
Neeraj Kumar Manoharlal Chowksey, Ajeet Saxena
Year Of Publication
2021
Volume and Issue
Volume 2 Issue 7
Abstract
Concrete is a mixture of cement, sand, coarse aggregate and water. Its success lies in its versatility as can be designed to withstand harshest environments while taking on the most inspirational forms. Engineers and scientists are further trying to increase its limits with the help of innovative chemical admixtures and various waste materials. In a fast-developing country where almost each and every day construction activities takes place in a modern sense to improve the structural strength with economic value, uses of prior modern materials are required. Concrete can bear up the severest environmental conditions; however, in several conditions it may show very low characteristics. Hence, engineers worldwide are constantly trying to improve its characteristics with the aid of modern admixtures and waste materials, usually called as alternate building materials (ABM). The use of waste material as ABM helps to consume these waste materials and also improves the properties of concrete in
PaperID
2021/IJEASM/2/2021/1659

Author Name
Pooja Rohit
Year Of Publication
2021
Volume and Issue
Volume 2 Issue 7
Abstract
In this paper, a trial and numerical examination was received to research the impact geogrid soil fortification prestressing on the weight settlement connection of sand bed supporting a strip establishment. The examined boundaries incorporate foundation depth furthermore, pre-stress proportion for the instances of multy fortification layers.. The best advantage of pre-focusing on fortification was gotten as the overburden pressure and pre-stressing proportion increment. Pre-stressing of four fold support highest layers brings about further improvement of Load intensity Vs Settlement connection of bed soil. Soil Reinforcement is a fruitful and reliable method for improving the quality and adequacy of soil. The invigorated soil or precisely settled out earth is a compacted soil fill, strengthened by the thought of ductile parts like geogrids, geotextiles, metal bars and strips. It is right now settled in overpowering advancement industry for the improvement of structures like retaining w
PaperID
2021/IJEASM/2/2021/1661

Author Name
Pooja Rohit
Year Of Publication
2021
Volume and Issue
Volume 2 Issue 7
Abstract
Since the publication of Terzaghi’s theory on the ultimate bearing capacity of shallow foundations in 1943, results of numerous studies—both theoretical and experimental—by various investigators have been published. Most of the studies relate to the case of a vertical load applied centrally to the foundation. Meyerhof (1953) developed empirical procedures for estimating the ultimate bearing capacity of foundations subjected to eccentric and inclined loads. Based on the review of the existing literature on the bearing capacity of shallow foundations, it appears that limited attention has been paid to estimate the ultimate bearing capacity when the foundation is subjected to both eccentric and inclined load and the objective of present study stems from this paucity. Besides, only a few studies have been made to estimate the average settlement of embedded footings when subjected to eccentric load. The braced soil is the earth where the metallic, produced or geogrids are given to work on i
PaperID
2021/IJEASM/2/2021/1662

Author Name
Ravi Shankar Kumar, Sameena Elyas Mubeen
Year Of Publication
2021
Volume and Issue
Volume 2 Issue 7
Abstract
When a grid-connected inverter is connected to a weak grid, the system may be instable. An adaptive active damper can be connected to the point of common coupling (PCC), which can automatically regulate a virtual resistor to the critical value to stabilize the system. Furthermore, A harmonic current reference compensation technique is used to regulate the simulation of virtual resistor in wide frequency range. This paper showcases the use of the harmonic current reference compensation technique for the stationary α−β frame, synchronous d−q frame and decoupled synchronous d−q frame controlled three phase adaptive active damper. With the help of this method the adaptive active damper directly controls the reactive and active power and also improves the stability of the grid connected inverters under weak grid
PaperID
2021/IJEASM/2/2021/1663