1 |
Desai, C.S. and Siriwardane, H.J. (1984), "Constitutive laws for engineering materials with: Emphasis on gelogic materials", Numer. Anal. Method. Geomech., 8(3), 308-309. https://doi.org/10.1002/nag.1610080310.
DOI
|
2 |
Garg, V. and Hora, M.S. (2012), "A review on interaction behaviour of structure-foundation-soil system", Int. J. Eng. Res., 2(6), 639-644. https://citeseerx.ist.psu.edu/viewdoc/download?doi=10.1.1.640.3963&rep=rep1&type=pdf.
|
3 |
Hansen, J.B. (1970), "A Revised and Extended Formula for Bearing Capacity", Danish Geotechnical Institute, 28, 21. http://materias.fi.uba.ar/6408/Brinch%20Hansen%20%20An%20extended%20formula%20for%20bearing%20capacity.pdf.
|
4 |
Hertz, H. (1884), "On equilibrium of floating elastic plates", Ann. Phys. Chem., 22, 449-455 (in German). https://onlinelibrary.wiley.com/doi/abs/10.1002/andp.18842580711.
DOI
|
5 |
Holtz, R.D. (1991), "Stress Distribution and Settlement of Shallow Foundation", Foundation Engineering Handbook, In: Fand H-Y, Editor, Springer, University of Washington, Washington, USA, 166-222. https://link.springer.com/chapter/10.1007%2F978-1-4615-3928-5_5.
|
6 |
Basile, F. (2015), "Non-linear analysis of vertically loaded piled rafts", Comput. Geotech., 63, 73-82. https://doi.org/10.1016/j.compgeo.2014.08.011.
DOI
|
7 |
Qin, H. and Dong Gue, W. (2014), "Limiting force profile and laterally loaded rigid piles in sand", Appl. Mech. Mater., 553, 452-457. https://doi.org/10.4028/www.scientific.net/AMM.553.452.
DOI
|
8 |
Reti, A.A. (1967), "Suggested design procedure for combined footing and mats. discussion of the report by ACI committee 436", J. Am, Corner. Inst., 95(3), 819-828.
|
9 |
Terzaghi, K.V. (1955), "Evaluation of coefficient of subgrade reaction", Geotechnique, 5(4), 297-326.
DOI
|
10 |
Vesic, A.B. (1961), "Beams on elastic subgrade and winkler's hypothesis", Proceedings of the 5th International Conference on Soil Mechanics and Foundation Engineering, Paris, 845-50.
|
11 |
Lee, J., Jeong, S. and Lee, J.K. (2015), "3D analytical method for mat foundations considering coupled soil springs", Geomech. Eng., 8(6), 845-857. https://doi.org/10.12989/gae.2015.8.6.845.
DOI
|
12 |
Abdoulaye Sall, O., Fall, M., Berthaud, Y. and Makhaly, B. (2015), "Influence of mechanical properies concrete and soil on solicitaion of mat foundation", Open J. Civil Eng., 5, 249-260. http://doi.org/10.4236/ojce.2015.52025.
DOI
|
13 |
Teli, S., Kundhani, P., Choksi, V., Sinha, P. and K.R. Lyer, K. (2020), "Analytical study on the influence of rigidity of foundation and modulus of subgrade reaction on behaviour of raft foundation", Adv. Comput. Method. Geomech., 56., 181-194. http://springer.nl.go.kr/chapter/10.1007%2F978-981-15-0890-5_16.
DOI
|
14 |
Jeong, S., Park, J., Hong, M. and Lee, J. (2017), "Variability of subgrade reaction modulus on flexible mat foundation", Geomech. Eng., 13(5), 757-774. https://doi.org/10.12989/gae.2017.13.5.757.
DOI
|
15 |
Loukidis, D. and Tamiolakis, G.P. (2017), "Spatial distribution of winkler spring stiffness for rectangular raft foundation analysis", Eng. Struct., 53, 443-5. https://doi.org/10.1016/j.0engstruct.2017.10.001.
DOI
|
16 |
Pasternak, P.L. (1954), "On a New Method of Analysis of Elastic Foundation by Means of Two Foundation Constants", Gosudarstvennoe Izadatelstvo Literaturi po Stroitesuvei Arkhitekture, Russian.
|
17 |
Amini, E., Golbaz, D., Amini, F., Majidi Nezhad, M., Neshat, M. and Astiaso Garcia, D.A. (2020), "Parametric study of wave energy converter layouts in real wave models", Energies, 13(22), 6095. https://doi.org/10.3390/en13226095.
DOI
|
18 |
Arnold, M. (1980), "Prediction of footing settlements on sand", Ground Eng., 13, 40-47.
|
19 |
Ismael, N.F. (1996), "Loading tests on circular and ring plates in very dense cemented sands", Geotech. Eng., 122(4), 281-287. https://doi.org/10.1061/(ASCE)0733-9410(1996)122:4(281).
DOI
|
20 |
Jamil, I. and Ahmad, I. (2019), "Bending moments in raft of a piled raft system using Winkler analysis", Geomech. Eng., 18(1), 41-48. http://dx.doi.org/10.12989/gae.2019.18.1.041.
DOI
|
21 |
Miner, D.F. and Seastone, J.B. (1955), Handbook of Engineering Materials, Wiley, New York, USA.
|
22 |
Zimmermann, H. (1888), "Calculation of the upper surface construction of tailway tracks", Ernst and Korn Verlag, Berlin, Germany. https://books.google.de/books?id=Y05BAQAAIAAJ&ots=YsIn25jrz4&dq=Zimmermann%2C%20H.%20(1888)%2C&lr&pg=PR3#v=onepage&q=Zimmermann,%20H.%20(1888),&f=false
|
23 |
Rajashekhar Swamy, H.M., Krishnamoorthy, A., Prabakhara, D.L. and Bhavikatti S.S. (2011), "Evaluation of the Influence of Interface Elements for Structure - Isolated Footing - Soil Interaction Analysis", Interact. Multiscale Mech., 4(1), 65-83. https://doi.org/10.12989/imm.2011.4.1.065.
DOI
|
24 |
ACI 360R-10 (2010), Guide to Design of Slabs-on-Ground, American Concrete Institute; Farmington Hills, MI, USA.
|
25 |
Kome, G.S., Ukarande, S.K., Borgaonkar, K. and Sawant, V.A. (2008), "A Parametric Study of Raft Foundation", Proceedings of the 12th International Conference of International Assocfation for Computer Methods and Advances in Geomechanics, Goa. India.
|
26 |
Winkler, E. (1867), "Ddie lehre von elasticital und festigkeit (on elasticity and fixity)", Dominicus, Prague. https://scholar.google.com/scholar_lookup?title=Die%20Lehre%20von%20Elastizit%C3%A4t%20und%20Festigkeit&author=E.%20Winkler&publication_year=1867
|
27 |
Westergaard, H.M. (2014), Theory of Elasticity and Plasticity (Harvard Monographs in Applied Science), Harvard University Press, Harrisburg, PA, USA. ISBN 13: 9780674432055
|
28 |
Worku, A. (2009), "Winkler's single-parameter subgrade model from the perspective of an improved approach of continuum-based subgrade modeling", J. EEA., 26, 11-22. https://www.ajol.info/index.php/zj/article/view/120801.
|
29 |
Ziaie Moayed, R. and Alibolandi, M. (2012), "Effect of elastic modulus varieties in depth on subgrade reaction modulus of granular soils", Proceedings of the 2nd International Conference on Geotechnique, Construction Materials and Environment, Kuala Lumpur. https://www.researchgate.net/publication/284730771_Effect_of_Elastic_Modulus_Varieties_in_Depth_on_Subgrade_Reaction_Modulus_of_Granular_Soils
|
30 |
Bond, D.W. (1961), "Influence of foundation size on settlement", Geotechnique, 11(2), 121-143. https://doi.org/10.1680/geot.1961.11.2.121.
DOI
|
31 |
Bowles, J.E. (1997), Foundation Analysis and Design, (5th Ed), McGraw-Hill, New York, 501-519. http://thuvienso.hau.edu.vn:8888/dspace/handle/hau/4588.
|
32 |
Figueria, D., Sousa, C. and Serra Neves, A. (2018), "Winkler spring behavior in FE analyses of dowel action in statically loaded RC cracks", Comput. Concrete, 21(5), 593-605. http://doi.org/10.12989/cac.2018.21.5.593.
DOI
|
33 |
Naeini, S.A., Ziaie Moayed, R. and Allahyari, F. (2014), "Subgrade reaction modulus (Ks) of clayey soils based on field tests", J. Eng. Geology, 8(1), 2021-2046. https://www.researchgate.net/publication/286926667.
|
34 |
Potts, D.M. (2003), "Numerical analysis: A virtual dream or practical reality", Geotechnique, 53(6), 535-573. https://doi.org/10.1680/geot.53.6.535.37330.
DOI
|
35 |
ACI 336.2R-88 (2002), Suggested Design Procedure for Combined Footing and Mats, American Concrete Institute; Farmington Hills, MI, USA. http://materias.fi.uba.ar/6408/Brinch%20Hansen%20%20An%20extended%20formula%20for%20bearing%20capacity.pdf.
|
36 |
Amini, E., Golbaz, D., Asadi, R., Nasiri, M., Ceylan, O., Majidi Nezhad, M. and Neshat, M.A. (2021), "Comparative study of metaheuristic algorithms for wave energy converter power takeoff optimisation: A case study for Eastern Australia", J. Mar. Sci. Eng., 9(5), 490. https://doi.org/10.3390/jmse905049.
DOI
|
37 |
Biot, M.A. (1937), "Bending of an infinite beam on an elastic foundation" J. Appl. Mech. T. Am. Soc. Meeh. Eng., 59, 1-7. https://doi.org/10.1063/1.1712886.
DOI
|
38 |
Dey, A., Chandra, S. and Basudhar, P.K. (2011), "Flexural response of aqueduct resting on reinforced elastic foundation subgrades", National Conference on Recent Advances in Ground Improvement Techniques, CBRI Roorkee, India. https://www.researchgate.net/publication/280977380.
|
39 |
ABAQUS. (2016), Analysis user's manual, Simulia, Dassault systems. http://130.149.89.49:2080/v2016/books/usb/default.htm?startat=pt01ch03s02abx12.html.
|
40 |
Broms, B. (1964a), "Lateral resistance of piles in cohesive soils", Soil Mech. Found. Div. - ASCE, 90(2), 27-63.
DOI
|
41 |
Hayashi, K. (1921), "Theory of Beams on Elastic Foundation", Springer-Verlag, German.
|
42 |
Ismael, N.F. (1985), "Allowable pressure from loading tests on Kuwait soils", Can. Geotech. J., 22(2), 151-157. https://doi.org/10.1139/t85-021.
DOI
|