Notice Board :

Call for Paper
Vol. 5 Issue 10

Submission Start Date:
Oct 01, 2024

Acceptence Notification Start:
Oct 10, 2024

Submission End:
Oct 25, 2024

Final MenuScript Due:
Oct 30, 2024

Publication Date:
Oct 30, 2024
                         Notice Board: Call for PaperVol. 5 Issue 10      Submission Start Date: Oct 01, 2024      Acceptence Notification Start: Oct 10, 2024      Submission End: Oct 25, 2024      Final MenuScript Due: Oct 30, 2024      Publication Date: Oct 30, 2024




Volume II Issue VII

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
Prem Chandra Kumar, Dheeraj Shinde
Year Of Publication
2021
Volume and Issue
Volume 2 Issue 7
Abstract
is adhyayan mein, uchchatar maadhyamik vidyaalayon mein sangathanaatmak vaataavaran ka shikshakon ke shikshan kaushal par prabhaav dekhane ka prayaas kiya gaya hai. vibhinn pairaameetars kee jaanch ke maadhyam se yah adhyayan sangathanaatmak sanskrti, prashaasanik samarthan, sahayogaatmak kaary vaataavaran, aur shikshak prashikshan ke avasar ke beech sambandh ka pata lagaane ka prayaas kiya hai.
PaperID
2021/IJEASM/2/2021/1661a

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
Dheeraj Shinde, Madhu Kumari
Year Of Publication
2021
Volume and Issue
Volume 2 Issue 7
Abstract
yah shodh patr seetaamadhee jile ke maadhyamik vidyaalayon mein paraamarshadaatree samitiyon kee vartamaan sthiti aur unase sambandhit samasyaon ka vishleshan karata hai. paraamarshadaatree samitiyaan chhaatron ke shaikshanik, vyaavasaayik aur vyaktigat vikaas mein mahatvapoorn bhoomika nibhaatee hain. is adhyayan mein praathamik aur dviteeyak deta sangrahan vidhiyon ka upayog karake samasyaon kee pahachaan kee gaee hai.
PaperID
2021/IJEASM/2/2021/1662a