\شماره٪٪۱
Al-Shamary, J.M.A., Chik, Z. and Taha, M.R. ``Modeling the
lateral response of pile groups in cohesionless and cohesive
soils'',{\it International of Geo-Engineering- Springer}, {\bf 9(1)}, pp.
1-17 (2018).
\شماره٪٪۲
Baziar, M.H., Rafiee, F., Saeedi Azizkandi, A. and et al.
``Effect of super-structure frequency on the seismic behavior
of pile-raft foundation using physical modeling'', {\it Soil Dynamics
and Earthquake Engineering}, {\bf 104}, pp. 196-209 (2018).
\شماره٪٪۳
Padmavathi, M., Padmavathi V. and Madhav M.R. ``Response of
two-pile group subjected to vertical eccentric load'', {\it International
Journal of Geotechnical Engineering}, pp.1-10 (2019).
\شماره٪٪۴
Kavitha, P.E., Beena, K.S. and Narayanan, K.P. ``A review
on soil-structure interaction analysis of laterally loaded piles'',
{\it Innovative
Infrastructure Solutions}, {\bf 1}(1), pp. 1-15 (2016).
\شماره٪٪۵
Iskander, M. ``Behavior of pipe piles in sand: Plugging \&
pore-water pressure generation during installation and loading'', Springer
Science \& Business Media, 269 p. (2011).
\شماره٪٪۶
Sawada, K. and Takemura, J. ``Centrifuge model tests on piled
raft foundation in sand subjected to lateral and moment loads'', {\it Soils
and Foundations}, {\bf 54}(2), pp. 126-140 (2014).
\شماره٪٪۷
Briaud, J.L., Smith, T. and Meyer, B. ``Laterally loaded piles
and the pressuremeter: Comparison of existing methods, in Laterally
loaded deep foundations: Analysis and performance'',
{\it ASTM International}, pp.
97-111 (1984).
\شماره٪٪۸
Brown, D.A., Morrison, C. and Reese, L.C. ``Lateral load behavior
of pile group in sand'', {\it Geotechnical Engineering}, {\bf 114}(11), pp.
1261-1276 (1988).
\شماره٪٪۹
Reese, L.C. and Van Impe, W.F. ``Single piles and pile groups
under lateral loading'', A.A. Balkema, Rotterdam, Netherlands, CRC
Press (2001).
\شماره٪٪۱۰
Bustamante, G. ``Influence of pile shape on resistance to
lateral loading'', Brigham Young University - Provo (2014).
\شماره٪٪۱۱
Russell, D.N. ``The influence of pile shape and pile sleeves
on lateral load resistance'', Brigham Young University - Provo
(2016).
\شماره٪٪۱۲
Smith, T.D. ``Friction mobilization F-y curves for laterally
loaded piles from the pressuremeter'', in Proceedings of the International
Symposium on Predictions and Performance in Geotechnical Engineering,
Calgary, Canada (1987).
\شماره٪٪۱۳
Zomorodian, S.M.A. and Dehghan, M. ``Lateral resistance of
a pile installed near a reinforced slope'', {\it International Journal
of Physical Modelling in Geotechnics}, {\bf 11}(4), pp. 156-165 (2011).
\شماره٪٪۱۴
Zomorodian, S.M.A. and Sadeghi, H. ``Assessment of lateral
bearing capacity of a single vertical pile near the reinforced
slope with geogrid'', {\it Sharif Civil Engineering}, {\bf 28-2}(2), pp. 89-98
(in Persian) (2011).
\شماره٪٪۱۵
Nasr, A.M. ``Experimental and theoretical studies of laterally
loaded finned piles in sand'', {\it Canadian Geotechnical Journal},
{\bf 51}(4) pp.
381-393 (2013).
\شماره٪٪۱۶
Grabe, J. and Duhrkop, J. ``Laterally loaded piles with bulge'',
{\it in Proceedings of 26$^{th}$ International Conference on Offshore
Mechanics and Artic Engineering}, Electronically published under
No. OMAE2007-29046 (2007).
\شماره٪٪۱۷
Abbasa, J.M. and. Ibrahim, H.Q. ``The effect of pile cross
section on the lateral behavior of piles under combined loading'', {\it Journal
of Engineering Science and Technology Review}, {\bf 11}(3), pp. 174-17.
(2018).
\شماره٪٪۱۸
ASTM, ``Standard practice for classification of soils for
engineering purposes (Unified Soil Classification System)'', ASTM
International West Conshohocken (PA) (2010).
\شماره٪٪۱۹
Poulos, H.G. and Davis, E.H. ``Pile foundation analysis and
design'', Wiley, New York, NY, USA (1980).
\شماره٪٪۲۰
Kim, B.T. and Yoon, G.L. ``Laboratory modeling of laterally loaded
pile groups in sand'', {\it KSCE Journal of Civil Engineering}, {\bf 15}(1),
pp. 65-75 (2011).
\شماره٪٪۲۱
Dong, J., Chen, F., Zhou, M. and et al. ``Numerical analysis
of the boundary effect in model tests for single pile under lateral
load'', Bulletin of Engineering Geology and the Environment, pp.
1-12 (2017).
\شماره٪٪۲۲
Ugural, A.C. ``Mechanics of Materials'', John Wiley and sons
(2007).
\شماره٪٪۲۳
Pedram, B. ``Effects of pile shape in improving the performance
of monopiles embedded in onshore clays'', {\it Canadian Geotechnical
Journal}, {\bf 52}(8), pp. 1144-1158 (2015).
\شماره٪٪۲۴
AISC, ``Manual of steel construction'', (2005).
\شماره٪٪۲۵
Amde, A., Chini, S. and Mafi, M. ``Model study of H-piles
subjected to combined loading'',
{it Geotechnical} \& {\it Geological Engineering}, {\bf 15}(4),
pp. 343-35 (1997).
\شماره٪٪۲۶
Broms, B.B. ``Lateral resistance of piles in cohesionless soils'',
{\it Journal
of the Soil Mechanics Foundations Division}, {\bf 90}(3), pp. 123-158
(1964).
\شماره٪٪۲۷
Terzaghi, K. ``Evalution of conefficients of subgrade reaction'',
{\it Geotechnique}, {\bf 5}(4),
pp. 297-326 (1955).
\شماره٪٪۲۸
Chandrasekaran, S., Boominathan, A. and Dodagoudar, G. ``Group interaction
effects on laterally loaded piles in clay'', {\it Journal of Geotechnical
and Geoenvironmental Engineering}, {\bf 136}(4), pp. 573-58 (2009).
\شماره٪٪۲۹
Ovesen, N.K. ``The scaling law relationship-panel discussion'', {\it In
Proc. 7$^{th}$ European Conference on Soil Mechanics and Foundation
Engineering} (1979).
\شماره٪٪۳۰
Bienen, B., Duhrkop, J., Grabe, J. and et al.
``Response of piles with wings to monotonic and cyclic lateral
loading in sand'', {\it Journal of Geotechnical and Geoenvironmental
Engineering}, {\bf 138}(3), pp. 364-375 (2012).
\شماره٪٪۳۱
Zhang, L., Silva, F. and Grismala, R. ``Ultimate lateral resistance
to piles in cohesionless soils'', {\it Journal of Geotechnical and
Geoenvironmental Engineering}, {\bf 131}(1), pp. 78-83 (2005).
\شماره٪٪۳۲
Das, B.M., {\it Principles of Foundation
Engineering}, 6$^{th}$ Edition, Thomson
(2007).
)