Have a personal or library account? Click to login
Numerical Modelling of Soil-Nail and Secant Pile in Plaxis 2D: A Case Study of Tomb of Jam Nizam-al-Din Samoo, Makkli Thatta Cover

Numerical Modelling of Soil-Nail and Secant Pile in Plaxis 2D: A Case Study of Tomb of Jam Nizam-al-Din Samoo, Makkli Thatta

Civil and Environmental Engineering
Volume 17 (2021): Issue 2 (December 2021)
By:
Open Access
|Dec 2021

References

  1. [1] HEMEDA, S.: 3D finite element coupled analysis model for geotechnical and complex structural problems of historic masonry structures: conservation of Abu Serga church, Cairo, Egypt. Heritage Science, 7(1), 2019, p. 6.10.1186/s40494-019-0248-z
    Search in Google ScholarBack to article
  2. [2] NASSER, H. - AL HEIB, M. - DECK, O.: Influence of differential settlements on masonry structures. Conference: Computational Modelling of Concrete and Concrete Structures (EURO-C 2014), 2014, CRC PRESS.10.1201/b16645-93
    Search in Google ScholarBack to article
  3. [3] MANUAL, P. T.: Material Models Manual, Reference Manual and Scientific Manual. Version.
    Search in Google ScholarBack to article
  4. [4] JAMES, J. - SARASWATHY, R.: Performance of Fly Ash - Lime Stabilized Lateritic Soil Blocks Subjected to Alternate Cycles of Wetting and Drying. Civil and Environmental Engineering, 16(1), 2020, pp. 30–38.10.2478/cee-2020-0004
    Search in Google ScholarBack to article
  5. [5] EPPICH, R. - MAHESSAR, K. - NAWAZ, S.: Monitoring movement At Makli. International Archives of the Photogrammetry, Remote Sensing & Spatial Information Sciences, 2019.10.5194/isprs-archives-XLII-2-W15-443-2019
    Search in Google ScholarBack to article
  6. [6] QASIM, Q. A.: Makli Hills Monument Thatta: History, Architecture, Conservation. Journal of Research in Architecture and Planning, 2014, p. 55.
    Search in Google ScholarBack to article
  7. [7] MEYERHOF, G.: The ultimate bearing capacity of foundations on slopes. Proc., 4th Int. Conf. on Soil Mechanics and Foundation Engineering, 1957.
    Search in Google ScholarBack to article
  8. [8] GRAHAM, J. - ANDREWS, M. - SHIELDS, D.: Stress characteristics for shallow footings in cohesionless slopes. Canadian Geotechnical Journal, 25(2), 1988. pp. 238–249.10.1139/t88-028
    Search in Google ScholarBack to article
  9. [9] SHIELDS, D. - CHANDLER, N. - GARNIER, J.: Bearing capacity of foundations in slopes. Journal of geotechnical engineering, 116(3), 1990, pp. 528–537.10.1061/(ASCE)0733-9410(1990)116:3(528)
    Search in Google ScholarBack to article
  10. [10] SARAN, S. - SUD, V. - HANDA, S.: Bearing capacity of footings adjacent to slopes. Journal of geotechnical engineering, 115(4), 1989, pp. 553–573.10.1061/(ASCE)0733-9410(1989)115:4(553)
    Search in Google ScholarBack to article
  11. [11] ZHANG, J. et al., Model Test and Numerical Simulation of Single Pile Response under Combined Loading in Slope. Applied Sciences, 10(17), 2020, p. 6140.10.3390/app10176140
    Search in Google ScholarBack to article
  12. [12] JERGA, J. - KRAJČI, Ľ.: Damage in Concrete and its Detection by Use of Stress-Volumetric Strain Diagram. Civil and Environmental Engineering, 10(1), 2014, pp. 16–25.10.2478/cee-2014-0003
    Search in Google ScholarBack to article
  13. [13] SAWANT, V. - SHUKLA, S. K.: Effect of edge distance from the slope crest on the response of a laterally loaded pile in sloping ground. Geotechnical and Geological Engineering, 32(1), 2014, pp. 197–204.10.1007/s10706-013-9694-7
    Search in Google ScholarBack to article
  14. [14] IVÁNKOVÁ, O. - DROBNÝ, D. - MEDVECKÁ, S.: Effects of Bracing of High-Rise Buildings upon their Static and Dynamic Behavior. Civil and Environmental Engineering, 10(1), 2014, pp. 10–15.10.2478/cee-2014-0002
    Search in Google ScholarBack to article
  15. [15] RAJESH, B.G. - CHUKKA, S. - DEY, A.: Finite Element Modeling of Embankment Resting on Soft Ground Stabilized with Prefabricated Vertical Drains. Elastic, 2018. 10, p. 06.
    Search in Google ScholarBack to article
  16. [16] BRINKGREVE, R., et al.: PLAXIS 2016. PLAXIS bv. The Netherlands, 2016.
    Search in Google ScholarBack to article
  17. [17] BRINKGREVE, R., et al.: Plaxis, finite element code for soil and rock analyses, 2D-Version 8, user’s guide. 2002, Balkema.
    Search in Google ScholarBack to article
  18. [18] DIAS, D. - GRIPPON, J.: Numerical modelling of a pile supported embankment using variable inertia piles. Structural Engineering and Mechanics, 61(2), 2017, pp. 245–253.10.12989/sem.2017.61.2.245
    Search in Google ScholarBack to article
  19. [19] RAWAT, S. - GUPTA, A.: Analysis of a nailed soil slope using limit equilibrium and finite element methods. International Journal of Geosynthetics and Ground Engineering, 2(4), 2016, pp. 1–23.10.1007/s40891-016-0076-0
    Search in Google ScholarBack to article
  20. [20] DAS, B. - SIVAKUGAN, N.: Settlements of shallow foundations on granular soil - an overview. International Journal of Geotechnical Engineering, 1(1), 2007, pp. 19–29.10.3328/IJGE.2007.01.01.19-29
    Search in Google ScholarBack to article
  21. [21] DAS, B. M.: Principles of foundation engineering. 2015, Cengage learning.
    Search in Google ScholarBack to article
DOI: https://doi.org/10.2478/cee-2021-0070 | Journal eISSN: 2199-6512 | Journal ISSN: 1336-5835
Journal RSS Feed
Language: English
Page range: 706 - 717
Published on: Dec 9, 2021
Published by: University of Žilina
In partnership with: Paradigm Publishing Services
Publication frequency: 2 times per year
Keywords:
Numerical modelling,
Plaxis 2D,
Secant pile,
Factor of safety,
Rehabilitation of old structure
Related subjects:
Business and economics,
Political economics,
Economic theory, systems and structures,
Business management,
Industries,
Environmental management

© 2021 Syed Raghib Abbas Shah, Aneel Kumar, Tauha Hussain Ali, Muhammad Rehan Hakro, Mohammad Achar Zardari, published by University of Žilina
This work is licensed under the Creative Commons Attribution 4.0 License.

Previous articleVolume 17 (2021): Issue 2 (December 2021)