In this analysis, variation of dynamic soil properties under cyclic load of near Hiran Dam in Kundam Distt. Jabalpur(M.P) by the PLAXIS 2D will be done. Dynamic analysis is important to evaluate the Dynamic response of the earth and structures to such as those produced by earthquake, blasting, wind loading or machine vibrations. In this thesis, Machine foundation is placed on the soil model and applied to different frequency and amplitude. The study of problems, which deals with soil behaviour under cyclic loading, requires the use of a constitutive model able to reproduce the cyclic behaviour of soils from small strain to large strain levels shear modulus reduction (G/Gmax) and damping ratio (η) curves are plotted for the soil of the Hiran dam region using PLAXIS 2D in Mohr-Coulomb model. The present study shows the behaviour of soil under the dynamic condition in the field of numerical analyses for the nonlinear response of the soil system due to strong earthquake motion. The results obtained for the Hiran dam i.e. shear modulus reduction and damping ratio curves follow the same pattern as suggested by Joseph Sun and H B Seed (1988).
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IJRTI — journal style
"Variation of dynamic soil properties under cyclic load of Hiran dam, Jabalpur", IJRTI - International Journal for Research Trends and Innovation (www.ijrti.org), ISSN:2456-3315, Vol.6, Issue 9, page no.55 - 62, September-2021, Available :https://ijrti.org/papers/IJRTI2109010.pdf
APA — 7th edition
Singhal, A., & Bajaj, A. (2021). Variation of dynamic soil properties under cyclic load of Hiran dam, Jabalpur. International Journal for Research Trends and Innovation, 6(9), 55 - 62. https://ijrti.org/viewpaperforall.php?paper=IJRTI2109010
MLA — 9th edition
Singhal, Amit, and Atishay Bajaj. "Variation of dynamic soil properties under cyclic load of Hiran dam, Jabalpur." International Journal for Research Trends and Innovation, vol. 6, no. 9, 2021, pp. 55 - 62, https://ijrti.org/viewpaperforall.php?paper=IJRTI2109010.
Chicago — 17th, bibliography
Singhal, Amit, and Atishay Bajaj. "Variation of dynamic soil properties under cyclic load of Hiran dam, Jabalpur." International Journal for Research Trends and Innovation 6, no. 9 (2021): 55 - 62. https://ijrti.org/viewpaperforall.php?paper=IJRTI2109010.
Harvard — author–date
Singhal, A. and Bajaj, A. (2021) 'Variation of dynamic soil properties under cyclic load of Hiran dam, Jabalpur', International Journal for Research Trends and Innovation, 6(9), pp. 55 - 62. Available at: https://ijrti.org/viewpaperforall.php?paper=IJRTI2109010
IEEE — numbered reference
A. Singhal and A. Bajaj, "Variation of dynamic soil properties under cyclic load of Hiran dam, Jabalpur," IJRTI, vol. 6, no. 9, pp. 55 - 62, Sep. 2021.
Vancouver — biomedical
Singhal A, Bajaj A. Variation of dynamic soil properties under cyclic load of Hiran dam, Jabalpur. IJRTI. 2021 Sep;6(9):55 - 62.
AMA — 11th edition
Singhal A, Bajaj A. Variation of dynamic soil properties under cyclic load of Hiran dam, Jabalpur. IJRTI. 2021;6(9):55 - 62. Accessed at https://ijrti.org/viewpaperforall.php?paper=IJRTI2109010
BibTeX — Zotero, Mendeley, LaTeX
@article{IJRTI2109010,
author = {Amit Singhal and Atishay Bajaj},
title = {Variation of dynamic soil properties under cyclic load of Hiran dam, Jabalpur},
journal = {International Journal for Research Trends and Innovation},
volume = {6},
number = {9},
pages = {55 - 62},
year = {2021},
month = {September},
issn = {2456-3315},
url = {https://ijrti.org/viewpaperforall.php?paper=IJRTI2109010}
}
RIS — EndNote, RefWorks
TY - JOUR
AU - Singhal, Amit
AU - Bajaj, Atishay
TI - Variation of dynamic soil properties under cyclic load of Hiran dam, Jabalpur
T2 - International Journal for Research Trends and Innovation
JA - IJRTI
VL - 6
IS - 9
PY - 2021
SN - 2456-3315
UR - https://ijrti.org/viewpaperforall.php?paper=IJRTI2109010
SP - 55
EP - 62
ER -
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Acknowledgements
The authors would like to thank the reviewers and the editorial board of International Journal for Research Trends and Innovation for their careful reading and constructive comments, and all colleagues who supported the preparation of this manuscript.