\شماره٪٪۱
Koerner, R.M. ``Construction and geotechnical methods in foundation
engineering'', McGraw-Hill Book Company (1985).
\شماره٪٪۲
Granata, R., Vanni, D. and Mauro M. ``New experience in ground
treatment by permeation grouting'', {\it Proceedings of Ground Improvement,
Institution of Civil Engineers}, pp. 1-8 (2014).
\شماره٪٪۳
Guyer, J.P. ``An introduction to soil grouting'', Course No.C02-017,
Continuing Education and Development Inc. (2009).
\شماره٪٪۴
Yonekura, R. and Kaga, M. ``Current chemical grout engineering
in Japan'', {\it Proc. Grouting, Soil Improvement, and Geosynthetics,
Geotech. Special Publ}, {\bf 30}, pp. 725-736 (1992).
\شماره٪٪۵
Persoff, P., Moridis, G. and Whang, J.M. ``Effect of dilution
and contaminants on sand grouted with colloidal silica'', {\it Journal
of Geotechnical and Geoenviromental Engineering}, {\bf 125}(6), pp.
461-469 (1999).
\شماره٪٪۶
Gallagher, P.M., Pamuk, A. and Abdoun, T. ``Stabilization of
liquefiable soils using colloidal silica grout'', {\it Journal of Materials
in Civil Engineering}, {\bf 19}(1), pp. 33-40 (2007).
\شماره٪٪۷
Kodaka, T., Oka, F., Ohno, Y. and et al. ``Modeling
of cyclic deformation and strength characteristics of silica
treated sand'', {\it
First Japan-U.S. Workshop on
Testing, Modeling, and Simulation},
Boston, Massachusetts, United States,
pp. 205-216 (2003).
\شماره٪٪۸
8. Pamuk, A., Gallagher, P.M. and Zimmie, T.F. ``Remediation of
piled foundations against lateral spreading by passive site stabilization
technique'', {\it Soil Dynamics and Earthquake Engineering}, {\bf 27}(9),
pp. 864-874 (2007).
\شماره٪٪۹
Conlee, C.T., Gallagher, P.M., Boulanger, R.W. and et al.
``Centrifuge modeling for liquefaction mitigation using colloidal
silica stabilizer'', {\it Journal of Geotechnical and Geoenviromental
Engineering}, {\bf 138}(11), pp. 1334-1345 (2012).
\شماره٪٪۱۰
Triantafyllos, P.K., Georgiannou, V.N., Pavlopoulou, E.M.
and et al. ``Strength and dilatancy of sand before and
after stabilisation with colloidal-silica gel'',
{\it Geotechnique}, pp. 1-15 (2021).
\شماره٪٪۱۱
Vranna, A., Tika, T. and Papadimitriou, A. ``Laboratory investigation
into the monotonic and cyclic behaviour of a clean sand stabilised
with colloidal silica'',
{\it Geotechnique}, pp. 1-14 (2020).
\شماره٪٪۱۲
Agapoulaki, G.I. and Papadimitriou, A.G. ``Rheological properties
of colloidal silica grout for passive stabilization against
liquefaction'', {\it Journal
of Materials in Civil Engineering}, {\bf 30}(10), pp. 04018251 (2018).
\شماره٪٪۱۳
Ochoa-Cornejo, F., Bobet, A., Johnston, C. and et al.
``Dynamic properties of a sand-nanoclay composite'',
{\it Geotechnique}, {\bf 70}(3),
pp. 210-225 (2020).
\شماره٪٪۱۴
Zhao, M., Liu, G. and Zhang, C. ``State-of-the-art
of colloidal silica-based soil liquefaction mitigation: An emerging
technique for ground improvement'', {\it Applied Sciences}, {\bf 10}(1), {\bf
15}, pp. 1-31
(2020).
\شماره٪٪۱۵
Krishnan, J., Sharma, P., Shukla, S.
``Cyclic behaviour and durability analysis of sand grouted
with optimum colloidal silica content'', {\it Arabian Journal for Science
and Engineering}, {\bf 45}, pp. 8129-8144 (2020).
\شماره٪٪۱۶
Vranna, A. and Tika, T. ``The mechanical response of a silty
sand stabilized with colloidal silica'', {\it Geotechnics}, {\bf 1}(2), pp.
243-259 (2021).
\شماره٪٪۱۷
ASTM D-422-63., {\it Standard Test Method for Particle-Size Analysis
of Soils}, Annual Book of ASTM Standards, ASTM, USA (2007).
\شماره٪٪۱۸
ASTM D-854-10., {\it Standard Test Methods for Specific Gravity
of Soil Solids by Water Pycnometer}, Annual Book of ASTM Standards,
ASTM, USA (2012).
\شماره٪٪۱۹
ASTM D-4318-10., {\it Standard Test Methods for Liquid Limit,
Plastic Limit, and Plasticity Index of Soils}, Annual Book of
ASTM Standards, ASTM, USA (2012).
\شماره٪٪۲۰
ASTM D-698-07., {\it Standard Test Methods for Laboratory Compaction
Characteristics of Soil Using Standard Effort}, Annual Book of
ASTM Standards, ASTM, USA (2012).
\شماره٪٪۲۱
Yang, S., Lacasse, S. and Sandven, R. ``Determination of transitional
fine content of mixtures of sand and nonplastic fines'', {\it Geotechnical
Testing Journal}, {\bf 29}(2), pp. 1-6 (2006).
\شماره٪٪۲۲
ASTM D-4253-00., {\it Standard Test Methods for Maximum Index
Density and Unit Weight of Soils Using a Vibratory Table}, Annual
Book of ASTM Standards, ASTM, USA (2004).
\شماره٪٪۲۳
ASTM D-4254-00., {\it Standard Test Methods for Minimum Index
Density and Unit Weight of Soils and Calculation of Relative
Density}, Annual Book of ASTM Standards, ASTM, USA (2004).
\شماره٪٪۲۴
Brandon, T.L., Clough, G.W. and Rahardjo, P.P. ``Fabrication
of silty sand specimens for large and small scale test'', {\it Geotechnical
Testing Journal}, {\bf 14}(1), pp. 46-55 (1991).
\شماره٪٪۲۵
Bradshaw, A.S. and Baxter, C.D.P. ``Sample preparation of
silts for liquefaction testing'', {\it Geotechnical Testing Journal},
{\bf 30}(4), pp. 1-9 (2007).
\شماره٪٪۲۶
Ladd, R.S. ``Preparing test specimens using undercompaction'',
{\it Geotechnical Testing Journal}, {\bf 1}(1), pp. 16-23 (1978).
\شماره٪٪۲۷
Noorzad, R. and Noori Delavar, I. ``Preparing the remoulded
injected silty sand sample for mechanical tests'', {\it 5th International
Conference on Geotechnical Engineering and Soil Mechcanics}, Tehran,
Iran (in Persian) (2016).
\شماره٪٪۲۸
Diaz-Rodriguez, J.A., Antonio-Izarraras, V.M., Bandini, P.
and et al. ``Cyclic strength of a natural liquefiable
sand stabilized with colloidal silica grout'', {\it Canadian Geotechnical
Journal}, {\bf 45}, pp. 1345-1355 (2008).
\شماره٪٪۲۹
Gallagher, P.M. and Mitchel, J.K. ``Influence of colloidal
silica grout on liquefaction potential and cyclic undrained behavior
of Loos Sand'', {\it Soil Dynamic and Earthquake Engineering}, {\bf 22}(9),
pp. 1017-1026 (2002).
\شماره٪٪۳۰
Liao, H.J., Huang, C.C. and Chao, B.S. ``Liquefaction resistance
of colloid silica grouted sand'', {\it Proceeding of Grouting and Ground
Treatment}, {\bf }, pp. 1305-1313 (2003).
\شماره٪٪۳۱
ASTM D-2166-00., {\it Standard Test Method for Unconfined Compressive
Strength of Cohesive Soil}, Annual Book of ASTM Standards, ASTM,
USA (2004).
\شماره٪٪۳۲
ASTM D-7181-11., {\it Standard Test Method for Consolidated Drained
Triaxial Compression Test for Soils}, Annual Book of ASTM Standards,
ASTM, USA (2011).
\شماره٪٪۳۳
Consoli, N.C., Cruz, R.C., Fonceca, A.V. and et al. ``Influence
of cement-void ratio on stress-dilatancy behavior of artificially
cemented sand'', {\it Journal of Geotechnical and Geoenviromental Engineering},
{\bf 138}(1), pp. 100-109 ( 2012).
\شماره٪٪۳۴
International Society for Rock Mechanics, Suggested Methods
for Determining Water Content, Porosity, Density, Absorption
and Relative Properties.
\شماره٪٪۳۵
ASTM D-5311-13., {\it Standard Test Method for Load Controlled
Cyclic Triaxial Strength of Soil}, Annual Book of ASTM Standards,
ASTM, USA (2013).
\شماره٪٪۳۶
Perlea, V.G. ``Liquefaction of cohesive soils'', {\it Proc. Soil
Dynamics and Liquefaction, Geotechnical Special Publication,
Denver, ASCE}, {\bf 107} pp. 58-76 (2000).
\شماره٪٪۳۷
Ishihara, K. ``Liquefaction and flow failure during earthquakes'',
{\it Geotechnique}, {\bf 43}(3), pp. 351-415 (1993).
\شماره٪٪۳۸
Towhata, I. ``Geotechnical earthquake engineering'', Springer-Verlag,
Berlin, Heide