الفهرس 
IntrductionOnly 14 pages are availabe for public view
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Abstract
1. Bruce, D., & Juran, L (1997):”Drilled and Grouted Micropiles”ed. State-of-Practice Review, V.U.S.D.o.T.F.H. Volume I-IV. McLean, and Administration..
2. FHWA, N. (2005):”Micropile design and construction” Reference manual, FHWA.
3. Bruce, S. (1988):”The rise and fall of the New christian Right” Conservative protestant politics in America, 1978-1988: Clarendon Press.
4. Pearlman, S. and J. Wolosick (1992): ”Pin piles for bridge foundations” in Proceedings of the 9th Annual International Bridge Conference.
5. Mason, J. and D. Bruce (2001):”Lizzi’s structural system retrofit with reticulated internal reinforcement method” Transportation Research Record: Journal of the Transportation Research Board, (1772): p. 107-114.
6. Prat, P.C. (2017):”Numerical investigation into the failure of a micropile retaining wall” Computers and Geotechnics, 2017. 81: p. 262-273.
7. Theinat, A.K. (2015):”3D numerical modelling of micropiles interaction with soil & rock” Missouri University of Science and Technology.
8. Coduto, D. (2001):”Foundation Analysis and Design”. Prentice Hall.
9. Lizzi, F. (1982):”The static restoration of monuments”. International Society for Micropiles & The International Association of Foundation Drilling.
10. Shong, I. and F.C. Chung (2003):”Design and construction of micropiles:. Geotechnical Course for Pile Foundation Design and Construction, Ipoh, p. 29-30.
11. Barron, D. (2016): ”Finite element modeling of micropiles and the influence of steel casing on load transfer mechanisms”. State University of New York at Buffalo.
12. Mujah, D., et al. (2016):Soil Arching Effect in Sand Reinforced with Micropiles Under Lateral Load. Soil Mechanics and Foundation Engineering. 53(3): p. 152-157.
13. Bhardwaj, S. and S. Singh (2015): ”Influence of load obliquity on pullout capacity of micropile in sand”. Indian Geotechnical Journal. 45(2): p. 200-208.
14. Kershaw, K.A. (2011):”Micropile response to combined loading”. Missouri University of Science and Technology.
15. Han, J. and S.-L. Ye (2006): ”A field study on the behavior of a foundation underpinned by micropiles” Canadian Geotechnical Journal. 43(1): p. 30-42.
16. Capatti, M.C., F. Dezi, and M. Morici (2016):”Field Tests on Micropiles Under Dynamic Lateral Loading”. Procedia Engineering,. 158: p. 236-241.
17. Abd Elaziz, A.Y. and M.H. El Naggar (2015):”Performance of hollow bar micropiles under monotonic and cyclic lateral loads”. Journal of Geotechnical and Geoenvironmental Engineering. 141(5): p. 04015010.
18. Moayed, R.Z. and S.A. Naeini (2012): ”Imrovement of loose sandy soil deposits using micropiles”. KSCE Journal of Civil Engineering. 16(3): p. 334-340.
19. Qian, Z.Z. and X.L. Lu (2011):”Behavior of micropiles in soft soil under vertical loading”. in Advanced Materials Research. Trans Tech Publ.
20. AS, D.N.V. (2012): ”Fatigue design of offshore steel structures”.
21. Stromblad, N. (2014):”Modeling of Soil and Structure Interaction Subsea”. Chalmers University of Computational Mechanics, master’s thesis in Applied Mechanics.
22. Ghorbani, A., et al. (2014): ”Comprehensive three dimensional finite element analysis, parametric study and sensitivity analysis on the seismic performance of soil–micropile-superstructure interaction”. Soil Dynamics and Earthquake Engineering,. 58: p. 21-36.
23. Tian, C., et al. (2014):”Study on strength and deformation behavior of loess slope supported by micropiles, in Landslide Science for a Safer Geoenvironment”. Springer. p. 467-472.
24. Monfared, S.D.(2012):”NUMERICAL STUDY ON THE BEHAVIOR OF INCLINED MICROPILE”
25. Howe, W.K. (2011):”Micropiles for slope stabilization” in GeoTrends: The Progress of Geological and Geotechnical Engineering in Colorado at the Cusp of a New Decade. p. 78-90.
26. Khodair, Y. and A. Abdel-Mohti (2014):”Numerical Analysis of Pile–Soil Interaction under Axial and Lateral Loads” International Journal of Concrete Structures and Materials. 8(3): p. 239-249.
27. Hussin, J. and C. Cook (2010):”Fast-Track Installation of Micropiles to Resupport Settled Florida SR-60 Bridge End Bents” Transportation Research Record: Journal of the Transportation Research Board, (2202): p. 45-49.
28. Helwany, S. (2007):”Applied soil mechanics with ABAQUS applications” John Wiley & Sons.
29. Desai, C., et al. (1984):”Thin‐layer element for interfaces and joints”. International Journal for Numerical and Analytical Methods in Geomechanics. 8(1): p. 19-43.
30. Al-Gharbawi , A.A. (1984):”Comparative Study of Recent Constitutive Relations of Continua”.
31. Desai, C.S. and D. Holloway (1997):”Discussion of Nonlinear Analysis of Stress and Strain in Soils by James M. Duncan and Chin-Yung Chang”. Journal of the Soil Mechanics and Foundations Division. 97(5): p. 817-820.
32. Lewis, R.W. and B.A. Schrefler (1987): ”The finite element method in the deformation and consolidation of porous media”.
33. Atkinson, J. and P. Bransby (1977):”The mechanics of soils, An introduction to critical state soil mechanics”.
34. Al-Damluji, O.F. (1981):”Non-Linear Soil Behaviour by Finite Element Method”, College of Engineering, University of Baghdad, Iraq.
35. Smith, I.M., D.V. Griffiths, and L. Margetts (2013): ”Programming the finite element method”: John Wiley & Sons.
36. Hibbitt, Karlsson, and Sorensen (2001):”ABAQUS/standard User’s Manual”. Vol. 1: Hibbitt, Karlsson & Sorensen.
37. El-aziz, A. and A. Yehia (2012):”Performance of hollow bar micropiles under axial and lateral loads in cohesive soils”.
38. Randolph, M.F. and C.P. Wroth (1978):”Analysis of deformation of vertically loaded piles”. Journal of Geotechnical and Geoenvironmental Engineering. 104(ASCE 14262).
39. Committee, A., A.C. Institute, and I.O.f. Standardization (2008):”Building code requirements for structural concrete (ACI 318-08) and commentary”. American Concrete Institute.
40. Anagnostopoulos, C. and M. Georgiadis (1993):”Interaction of axial and lateral pile responses”. Journal of Geotechnical Engineering. 119(4): p. 793-798.
41. Karthigeyan, S., V. Ramakrishna, and K. Rajagopal (2006):”Influence of vertical load on the lateral response of piles in sand”. Computers and Geotechnics. 33(2): p. 121-131.
42. Klein, G. and V. Karavaev (1979):”Design of reinforced-concrete piles for vertical and horizontal loading”. Soil Mechanics and Foundation Engineering. 16(6): p. 321-324.
43. Karasev, O., G. Talanov, and S. Benda (1977):”Investigation of the work of single situ-cast piles under different load combinations”. Soil Mechanics and Foundation Engineering,. 14(3): p. 173-177.
44. RAMASAMY, G. (1987):”NIRMAL KUMAR JAIN”, GOPAL RANJAN. FITTI. 18: p. 185.
45. Saxena, P.K. (1982):”PREDICTION AND PERFORMANCE OF LATERAL LOAD-DEFLECTION BEHAVIOUR OF PILES”.
46. Jain, N., G. Ranjan, and G. Ramasamy (1987):”Effect of vertical load on flexural behaviour of piles”. Geotechnical Engineering. 18(2.).