\شماره٪٪۱
Kramer, S.L. ``Geotechnical earthquake engineering'', Upper Saddle
River, NJ, USA: Prentice Hall (1996).
\شماره٪٪۲
Huang, Y. and Yu, M. ``Review of soil liquefaction characteristics
during major earthquakes of the twenty-first century'', {\it Natural
Hazards}, {\bf 65}(3), pp. 2375-2384 (2013).
\شماره٪٪۳
Yegian, M.K., Ghahraman, V.G., Nogole-Sadat, M.A. and et al.
``Liquefaction during the 1990 Manjil, Iran, earthquake, I:
Case history data'', {\it Bulletin of the Seismological Society of
America}, {\bf 85}(1), pp. 66-82 (1995).
\شماره٪٪۴
Schaefer, V.R., Abramson, L.W., Drumheller, J.C. and et al.
``Ground improvement, ground reinforcement and ground treatment:
Developments 1987-1997'', {\it Sessions of Geo-Logan '97 Conference},
pp. 616-622 (1997).
\شماره٪٪۵
Adalier, K., Elgamal, A.W. and Martin, G.R. ``Foundation liquefaction
countermeasures for earth embankments'', {\it Journal of Geotechnical
and Geoenvironmental Engineering}, {\bf 124}(6), pp. 500-517 (1998).
\شماره٪٪۶
Sadrekarimi, A. and Ghalandarzadeh, A. ``Evaluation of gravel
drains and compacted sand piles in mitigating liquefaction'',
{\it Ground Improvement}, {\bf 9}(3), pp. 91-104 (2005).
\شماره٪٪۷
Sangari, A.H. and Marandi, S.M. ``Laboratory studies on the effect
of vertical gravel column drains on liquefaction potential'',
{\it International Journal of Engineering-Transactions B: Applications},
{\bf 24}(3), pp. 209-225 (2011).
\شماره٪٪۸
Ghorbani, A. and Jahanpour, R. ``The lateral behaviour of single
2nd International Conference piles in liquefiable soils'', {\it In
on Civil Engineering and Building Materials (CEBM)}, CRC Press,
Hong Kong, pp. 447-450 (2012).
\شماره٪٪۹
Ghorbani, A., Hasanzadehshooiili, H., Karimi, M. and et al.
``Stabilization of problematic silty sands
{\it Baltic Journal of Road} \& {\it Bridge using microsilica and lime'',
Engineering}, {\bf 10}(1), pp. 61-70 (2015).
\شماره٪٪۱۰
FHWA NHI (Federal Highway Administration-National Highway Institute),
``Micropile design and construction-Reference manual'', FHWA
NHI-05-039, U.S. Dept. of Transportation, McLean, VA, pp. 1-436
(2005).
\شماره٪٪۱۱
Tsukada, Y., Miura, K., Tsubokawa, Y. and et al.
``Mechanism of bearing capacity of spread footings reinforced
with micropiles'', {\it Soils and Foundations}, {\bf 46}(3), pp. 367-376
(2006).
\شماره٪٪۱۲
Esmaeili, M, Nik MG, Khayyer F. ``Experimental and numerical
study of micropiles to reinforce high railway embankments'',
{\it International Journal of Geomechanics}, {\bf 13}(6), pp. 729-744 (2012).
\شماره٪٪۱۳
Ousta, R. and Shahrour, I. ``Three-dimensional analysis of the
seismic behaviour of micropiles used in the reinforcement of
saturated soil'', {\it International Journal for Numerical and Analytical
Methods in Geomechanics}, {\bf 25}(2), pp. 183-196 (2001).
\شماره٪٪۱۴
Isam, S., Hassan, A. and Mhamed, S. ``3D elastoplastic analysis
of the seismic performance of inclined micropiles'', {\it Computers
and Geotechnics}, {\bf 39}, pp. 1-7 (2012).
\شماره٪٪۱۵
Ghorbani, A., Hasanzadehshooiili, H. and Ghamari, E. ``3D finite
element analysis of seismic soil-- micropile-structure interaction'',
{\it 2nd International Conference on Civil Engineering and Building
Materials (CEBM)}, pp. 265-9 (2012).
\شماره٪٪۱۶
Ghorbani, A., Hasanzadehshooiili, H., Ghamari, E. and et al.
``Comprehensive three dimensional finite element analysis,
parametric study and sensitivity analysis on the seismic performance
of soil-micropile-superstructure interaction'', {\it Soil Dynamics
and Earthquake Engineering}, {\bf 58}, pp. 21-36 (2014).
\شماره٪٪۱۷
Abdollahi, K. and Mortezaei, A. ``A new expression for determining
the bending stiffness of circular micropile groups'', {\it Soil Dynamics
and Earthquake Engineering}, {\bf 77}, pp. 58-70 (2015).
\شماره٪٪۱۸
Shahrour, I. and Juran, I. ``Seismic behaviour of micropile systems'',
{\it Ground Improvement}, {\bf 8}(3), pp. 109-120 (2004).
\شماره٪٪۱۹
Mitrani, H. and Madabhushi, S.P.G. ``Centrifuge tests investigating
inclined grout micro-piles as a method of liquefaction remediation
for existing buildings'', In Earthquake Engineering and Soil
Dynamics, pp. 1-12 (2005).
\شماره٪٪۲۰
McManus, K.J., Turner, J.P. and Charton, G. ``Inclined reinforcement
to prevent soil liquefaction'', {\it In Proceedings Technical Conf.
New Zealand Society for Earthquake Engineering}, Wairakei, New
Zealand , pp. 41-51 (2005).
\شماره٪٪۲۱
Hasani, M. ``Investiagtion on the effect of dynamic forceson pore
pressure variation and displacement of Anzalisand with quick
tank'', M.Sc Thesis, The University of Guilan, Guilan, Iran (2009).
\شماره٪٪۲۲
Lombardi, D., Bhattacharya, S., Scarpa, F. and et al. ``Dynamic
response of a geotechnical rigid model container with absorbing
boundaries'', {\it Soil Dynamics and Earthquake Engineering}, {\bf 69}, pp.
46-56 (2015).
\شماره٪٪۲۳
Abendroth, R.E. and Greimann, L.F. ``Pile behavior established
from model tests'', {\it Journal of Geotechnical Engineering}, {\bf 116}(4),
pp. 571-587 (1990).
\شماره٪٪۲۴
Wood DM. ``Geotechnical modelling'', CRC Press (2014).
\شماره٪٪۲۵
ACI Committee 318, ``Building code requirements for
structural concrete'', ACI 318R-05, USA, American Concrete Institute
(2005).
\شماره٪٪۲۶
Ishihara, K. ``Soil behaviour in earthquake geotechnics'', Clarendon
Press, pp. 338-340 (1996).
\شماره٪٪۲۷
Ahmadi, H., Eslami, A. and Arabani, M. ``Experimental study on
the settlement of marine deposits of Anzali under cyclic loading
by laminar box apparatus'', {\it Marine Georesources} \& {\it Geotechnology},
{\bf 35}(3), pp. 330-8 (2017).
\شماره٪٪۲۸
Ueng, T.S., Wu, C.W., Cheng, H.W. and et al. ``Settlements
of saturated clean sand deposits in shaking table tests'', {\it Soil
Dynamics and Earthquake Engineering}, {\bf 30}(1), pp. 50-60 (2010).
\شماره٪٪۲۹
Varghese, R.M. and Latha, G.M. ``Shaking table studies on the
conditions of sand liquefaction'', In Geo-Congress 2014: Geo-characterization
and Modeling for Sustainability, pp. 1244-1253 (2014).
\شماره٪٪۳۰
Lee, K.L. and Albaisa, A. ``Earthquake induced settlements in
saturated sands'', {\it Journal of the Geotechnical Engineering Division},
{\bf 100}(4), pp. 387-406 (1974).
\شماره٪٪۳۱
De Alba, P., Chan, C.K. and Seed, H.B. ``Determination of soil
liquefaction characteristics by large-scale laboratory tests'',
Earthquake Engineering Research Center, University of California
(1975).
\شماره٪٪۳۲
Maheshwari, B.K., Singh, H.P. and Saran, S. ``Effects of reinforcement
on liquefaction resistance of solani sand'', {\it Journal of Geotechnical
and Geoenvironmental Engineering}, {\bf 138}(7), pp. 831-840 (2012).
\شماره٪٪۳۳
Banerjee, R., Konai, S., Sengupta, A. and et al. ``Shake table
tests and numerical modeling of liquefaction of Kasai river sand'',
Ge
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