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The Comparison of Laboratory Tests and Numerical Analysis of Pressure and Tension Bearing Capacities of the New System of Microbulb and Micropile System on Clay in Shiraz, Iran

Open Access
|Jul 2019

References

  1. Tom Armour, P.E.Paul Groneck, P.E., James Keelev.P.E and Sunil Sharma, p.E., PhD. (June, 2000).” Micropile Design and construction Guidelines Implementation Manual Priority Technologies Program (PTP) Project”, Sponsored by FHWA Office of Technology Applications, FHWA Federal Lands Highway Division Offices, FHWA.
  2. Lizzi, F., (1985), ‘Pali radice’ (root piles and ‘reticulated pali radice’), Underpining, Glasgow [Lanark]: Surrey University Press, 84-151.10.1007/978-1-4899-7094-7_4
  3. Stuedlein, A.W. and Gibson, M.D. and Horvitz, G.E., (2008), “Tension and compression micropile load tests in gravelly sand”, 6th International Conference on case histories in Geotechnical engineering, VA, Arlington, No1.12.
  4. Han, J. and Ye, S.L., (2006), “A field study on the behavior of micropiles in sand under compression or tension” Canadian, Geotechnical, Journal, 43, pp. 19–29.10.1139/t05-089
  5. Reza Ziaie Moayed.and seyed Abolhasan Naeini,(2012),”Improvement of Loose Sandy Soil Deposit Using MicroPile”, KSCE Journal Of Civil Engineering, Springer, 334-340.10.1007/s12205-012-1390-2
  6. Muhunthan, B., Shu, S., and Marek, A. R. (2005). “Sand state and performance analysis of micropiles”, PhD Thesis, Washington State University, p. 158.
  7. Sivakumar, G. L., Murthy, B., and Nataraj, M. S. (2004). “Bearing capacity improvement using micropiles: A case study”. Proceedings, Geosupport Conference, pp. 692-699.
  8. Armin W. Stuedlein, Matt D. Gibson, Garry E. Horvitz (2008) Hart Crowser, Inc. Seattle, Washington (USA) 98109.” Tension and compression micropile load test in gravelly sand”. 6th international conference on case histories in geotechnical engineering in Arlington, VA, August 11-16, 2008.
  9. Juran, I., Bruce, D.A., Dimillio, A., and Benslimane, A. (1999). “Micropiles: the state of practice. Part II: design of single micropiles and groups and networks of micropiles”. Ground Improvement, 3, 89-110.10.1680/gi.1999.030301
  10. V.M Karpe, N. Dias, P.Y Sarang, (2011). “Micropiles an Innivative Ground Improvement Tools”. International Journal of Earth Sciences and Engineering. pp 11-14.
  11. Kordahi, R. (2003) “Underpinning strategies for Buildings with Deep Foundation” M.E. dissertation, American University of Beirut.
  12. Yamane, T., Nakata, Y., and Otani, Y. (2000). “Efficiency of micropile for seismic retrofit of foundation system” 12th World Conference on Earthquake Engineering, Auckland, New Zealand, pp. 1-8.
  13. Chango Choi, Sam-Deok Cho,(2009).” FIELD VERIFICATION STUDY FOR MICROPILE LOAD CAPACITY”. Proceeding of Offshore and port technical group workshop, Korea Geotechnical Society, Seoul, Korea.
  14. Choi, C., Goo, J-M., Lee, J-H, and Cho, S-D. (2009), “Development of New Micropiling Method Enhancing Frictional Resistance with Geotextile Pack”, Proceeding of ISM 9th Workshop on Micropiles, London, May2009.
  15. Young-Eun Jang, Jin-tae Han (2014)” Development on the Micropile for Applying to Artificial Ground above Railroad Site “, Advanced Science and Technology Letters Vol.55 (Architecture and Civil Engineering 2014), pp.43-46.10.14257/astl.2014.55.11
  16. ASTM D422 (2008). Standard specification for “Particle-Size Analysis of Soils”, American Society for Testing and Materials.
  17. ASTM D3080 (2008). Standard specification for “Direct Shear Test for Soils”, American Society for Testing and Materials.
  18. ASTM D3080 (2008). Standard specification for “Laboratory Compaction Characteristic of Soil”, American Society for Testing and Materials.
  19. ASTM D4253 (2008). Standard specification for “Maximum Index Density and Unit Weight of Soils Using a Vibratory Table1”, American Society for Testing and Materials.
  20. ASTM D4254 (2008). Standard specification for “Minimum Index Density and Unit Weight of Soils and Calculation of Relative Density1”, American Society for Testing and Materials.
  21. Zienkiewicz O.C., Taylor R.L (1991). “The Finite Element Method,” (4thedition), Volume 2، Solid and Fluid Mechanic, Dynamic and Non Linearity.Mc Graw Hill, u.k.
  22. Van Langen H. (1991), “Numerical analysis of soil-structure interaction”. Dissertation. Delft University of Technology.
  23. R.B.J. Brinkgreve & W. Broere, (2005),” PLAXIS 3D FOUNDATION – version1.6”. Delft University of Technology & PLAXIS bv, The Netherlands.
  24. Abbas Babaei, (2011),” Numerical investigation of axial bearing capacity of piles embedded in sloping ground”. International Journal of the Physical Sciences Vol. 6(33), pp. 7589 – 7603.
  25. Neves M, Mestat P, Frank R, Degny E (2001). “Research on the behavior of bored piles - I. in situ and laboratory experiments”, CESAR-LCPC, 231: 39-54.
  26. El-Mossallamy Y (2001). “Load-settlement Behavior of Large Diameter Bored Piles in Over-Consolidated Clay”. Proceeding of The 7th International Symposium on Numerical Models in Geotechnical Engineering, Graz, Austria. pp. 443-450.10.1201/9781003078548-78
  27. Ismael NF (2001). “Axial Load Test Bored Piles and Pile Groups in Cemented Sands”. J. Geotech. Geonviron. Eng., 127(9): 766-773.10.1061/(ASCE)1090-0241(2001)127:9(766)
  28. A. Alnuaim & M.H.El.Naggar (2015). “Performance of micropiled raft in clay subjected to vertical concentrated load: Centrifuge modeling”. Canadian Geotechnical Journal. November 2015, DOI: 10.1139/cgj-2014-0448.10.1139/cgj-2014-0448
  29. Pere C. Prat (2016). “Numerical investigation into the failure of a micropile retaining wall”. Dept. of Civil and Environmental Engineering, UPC-BarcelonaTECH, Spain, Computers and Geotechnics.10.1016/j.compgeo.2016.08.026
Language: English
Page range: 63 - 72
Submitted on: Apr 6, 2018
Accepted on: Jul 27, 2018
Published on: Jul 25, 2019
Published by: University of Oradea, Civil Engineering and Architecture Faculty
In partnership with: Paradigm Publishing Services
Publication frequency: 2 issues per year

© 2019 Saeed Hakimian, Mansour Mosallanezhad, published by University of Oradea, Civil Engineering and Architecture Faculty
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.