[1] Benmebarek, S., Remadna, M. S., Benmebarek, N., & Belounar, L. (2012). Numerical evaluation of the bearing capacity factor Nγ′ of ring footings.
Computers and Geotechnics,
44, 132-138.
https://doi.org/10.1016/j.compgeo.2012.04.004
[2] Kumar, J., & Ghosh, P. (2005). Bearing capacity factor Nγ for ring footings using the method of characteristics.
Canadian Geotechnical Journal,
42(5), 1474-1484.
https://doi.org/10.1139/t05-051
[3] Lee, J. K., Jeong, S., & Lee, S. (2016). Undrained bearing capacity factors for ring footings in heterogeneous soil.
Computers and Geotechnics,
75, 103-111.
https://d oi.org/10.1016/j.compgeo.2016.01.021
[4] Seyedi Hosseininia, E. (2016). Bearing Capacity Factors of Ring Footings.
Iranian Journal of Science and Technology, Transactions of Civil Engineering,
40(2), 121-132.
https://doi.org/10.1007/s40996-016-0003-6
[5] Keshavarz, A., & Kumar, J. (2017). Bearing capacity computation for a ring foundation using the stress characteristics method.
Computers and Geotechnics,
89, 33-42.
https://doi.org/10.1016/j.compgeo.2017.04.006
[6] Gholami, H., & Hosseininia, E. S. (2017). Bearing Capacity Factors of Ring Footings by Using the Method of Characteristics.
Geotechnical and Geological Engineering,
35(5), 2137-2146.
https://doi.org/10.1007/s10706-017-0233-9
[7] Remadna, M. S., Benmebarek, S., & Benmebarek, N. (2017). Numerical evaluation of the bearing capacity factor N’c of circular and ring footings.
Geomechanics and Geoengineering,
12(1), 1-13.
https://doi.org/10.1080/17486025.2016.1153729
[8] Sharma, V., & Kumar, A. (2018). Behavior of ring footing resting on reinforced sand subjected to eccentric-inclined loading.
Journal of Rock Mechanics and Geotechnical Engineering,
10(2), 347-357.
https://doi.org/10.1016/j.jrmge.2017.11.005
[9] Vali, R., Beygi, M., Saberian, M., & Li, J. (2019). Bearing capacity of ring foundation due to various loading positions by finite element limit analysis.
Computers and Geotechnics,
110, 94-113.
https://doi.org/10.1016/j.compgeo.2019.02.020
[10] Keshavarz, A., & Kumar, J. (2021). Bearing Capacity of Ring Foundations over Rock Media.
Journal of Geotechnical and Geoenvironmental Engineering,
147(6), 04021027.
https://doi.org/10.1061/(asce)gt.1943-5606.0002517
[11] Prasad, S. D., & Chakraborty, M. (2021). Bearing capacity of ring footing resting on two layered soil.
Computers and Geotechnics,
134(4), 104088.
https://doi.org/10.1016/j.comp geo.2021.104088
[12] Hu, Y., Randolph, M. F., & Watson, P. G. (1999). Bearing Response of Skirted Foundation on Nonhomogeneous Soil.
Journal of Geotechnical and Geoenvironmental Engineering,
125(11), 924-935.
https://doi.org/10.1061/(ASCE)1090-0241(1999)125:11(924)
[13] Rezazadeh, S., & Eslami, A. (2018). Bearing capacity of semi-deep skirted foundations on clay using stress characteristics and finite element analyses.
Marine Georesources & Geotechnology,
36(6), 625-639.
https://doi.org/10.1080/1064119X.2017.1361488
[14] Vulpe, C., Bienen, B., & Gaudin, C. (2013). Predicting the undrained capacity of skirted spudcans under combined loading.
Ocean Engineering,
74, 178-188.
https:/ /doi.org/10.1016/j.oceaneng.2013.06.027
[15] Yun, G., & Bransby, M. F. (2007). The Undrained Vertical Bearing Capacity of Skirted Foundations.
Soils and Foundations,
47(3), 493-505.
https://doi.org/10.3208/sandf.47.49 3
[16] Zou, X., Hu, Y., Hossain, M. S., & Zhou, M. (2018). Capacity of skirted foundations in sand-over-clay under combined V-H-M loading.
Ocean Engineering,
159, 201-218.
https://doi.org/10.1016/j.oceaneng.2018.04.007
[17] Bienen, B., Gaudin, C., Cassidy, M. J., Rausch, L., Purwana, O. A., & Krisdani, H. (2012). Numerical modelling of a hybrid skirted foundation under combined loading.
Computers and Geotechnics,
45(4), 127-139.
https://doi.org/10.1016/j.co mpgeo.2012.05.009
[18] Al-Aghbari, M. Y., & Dutta, R. K. (2008). Performance of square footing with structural skirt resting on sand.
Geomechanics and Geoengineering,
3(4), 271-277.
https://do i.org/10.1080/17486020802509393
[20] Mana, D. S. K., Gourvenec, S. M., Randolph, M. F., & Hossain, M. S. (2012). Failure mechanisms of skirted foundations in uplift and compression.
International Journal of Physical Modelling in Geotechnics,
12(2), 47-62.
https://doi.org/10.168 0/ijpmg.11.00007
[21] Eid, H. T. (2013). Bearing Capacity and Settlement of Skirted Shallow Foundations on Sand.
International Journal of Geomechanics,
13(5), 645-652.
https://doi.org/10.1 061/(ASCE)GM.1943-5622.0000237
[22] Pal, A., Ghosh, P., & Majumder, M. (2017). Interaction Effect of Two Closely Spaced Skirted Strip Foundations in Cohesionless Soil Using Upper-Bound Limit Analysis.
International Journal of Geomechanics,
17(2), 06016022.
https://doi.org /10.1061/(ASCE)GM.1943-5622.0000755
[23] Al-Aghbari, M. Y., & Mohamedzein, Y. E. A. (2020). The use of skirts to improve the performance of a footing in sand.
International Journal of Geotechnical Engineering,
14(2), 134-141.
https://doi.org/10.1080/19386362.2018.1429702
[24] Khatri, V. N., & Kumar, J. (2019). Finite-Element Limit Analysis of Strip and Circular Skirted Footings on Sand.
International Journal of Geomechanics,
19(3), 06019001.
https://doi.org/10.1061/(ASCE)GM.1943-5622.0001370
[25] Beygi, M., Vali, R., & Keshavarz, A. (2022). Pseudo-static bearing capacity of strip footing with vertical skirts resting on cohesionless slopes by finite element limit analysis.
Geomechanics and Geoengineering,
17(2), 485-498.
https://doi.org/10.1 080/17486025.2020.1794058
[26] Jahandari, S., Saberian, M., Zivari, F., Li, J., Ghasemi, M., & Vali, R. (2019). Experimental study of the effects of curing time on geotechnical properties of stabilized clay with lime and geogrid.
International Journal of Geotechnical Engineering,
13(2), 172-183.
https://doi.org/10.1080/19386362.2017.1329259
[27] Vali, R. (2021). Water Table Effects on the Behaviors of the Reinforced Marine Soil-footing System.
Journal of Human, Earth, and Future,
2(3), 296-305.
https://doi.o rg/10.28991/hef-2021-02-03-09
[28] Vali, R., Saberian, M., Li, J., Shams, G., & Gelder, P. V. (2018). Properties of geogrid-reinforced marine slope due to the groundwater level changes.
Marine Georesources & Geotechnology,
36(6), 735-748.
https://doi.org/10.1080/1064119X.2017.1386741
[29] Yousefi, H., & Marandi, S. M. (2021). The effect of geo-grid plates on vertical displacement and shearing force on foundation using finite element method and two dimensional PLAXIS software.
Karafan Quarterly Scientific Journal,
19(1), -.
https://doi.org/1 0.48301/kssa.2021.275662.1411
[30] Shiau, J., Merifield, R., Lyamin, A., & Sloan, S. (2011). Undrained stability of footings on slopes.
International Journal of Geomechanics,
11(5), 381-390.
https://doi.org/10.1061/(ASCE)GM.1943-5622.0000092
[31] Shabani, M., Farokhzad, F., & Shojaei, F. (2019). Numerical analysis of the effects of clay blanket and cut-off wall on reducing seepage from earth dam foundation.
Karafan Quarterly Scientific Journal,
16(1), 107-126.
https://karafan.tvu.ac.ir/artic le_100535_63c766dbb68ddeb4f0903fb27b2e78c6.pdf
[32] Optum Computational Engineering. (2015).
OptumG2 v. 2015 (Version 2015) [Computer software]. Optum Computational Engineering 2015.
https://optumce.com/?s=OptumG2+ 2015
[33] Beygi, M., Keshavarz, A., Abbaspour, M., Vali, R., Saberian, M., & Li, J. (2022). Finite element limit analysis of the seismic bearing capacity of strip footing adjacent to excavation in c-φ soil.
Geomechanics and Geoengineering,
17(1), 246-259.
https:/ /doi.org/10.1080/17486025.2020.1728396
[34] Beygi, M., Keshavarz, A., Abbaspour, M., & Vali, R. (2020). 3D numerical study of the piled raft behaviour due to groundwater level changes in the frictional soil.
International Journal of Geotechnical Engineering,
14(6), 665-672.
https://doi.org /10.1080/19386362.2019.1677326
[35] Beygi, M., Vali, R., Porhoseini, R., Keshavarz, A., & Maleksaeedi, E. (2021). The effect of rotational stiffness on the behaviour of retaining wall.
International Journal of Geotechnical Engineering,
15(7), 845-856.
https://doi.org/10.1080/193 86362.2018.1517927
[36] Vali, R., Mehrinejad Khotbehsara, E., Saberian, M., Li, J., Mehrinejad, M., & Jahandari, S. (2019). A three-dimensional numerical comparison of bearing capacity and settlement of tapered and under-reamed piles.
International Journal of Geotechnical Engineering,
13(3), 236-248.
https://doi.org/10.1080/19386362.2017.1336586
[37] Vali, R., Saberian, M., Beygi, M., Porhoseini, R., & Abbaspour, M. (2020). Numerical Analysis of Laterally Loaded Single-Pile Behavior Affected by Urban Metro Tunnel.
Indian Geotechnical Journal,
50(3), 410-425.
https://doi.org/10.1007/s400 98-019-00375-5
[38] Vali, R., Shams, G., Porhoseini, R., Boroujeni, M., & Saberian, & Beygi, M. (2019). Lateral behavior of pile located on top of a slope.
Australian Geomechanics Journal,
54(1), 103-114.
https://australiangeomechanics.org/papers/lateral-behavio ur-of-pile-located-on-top-of-a-slope/
[40] Keshavarz, A., Beygi, M., & Vali, R. (2019). Undrained seismic bearing capacity of strip footing placed on homogeneous and heterogeneous soil slopes by finite element limit analysis.
Computers and Geotechnics,
113, 103094.
https://doi.org/1 0.1016/j.compgeo.2019.103094
[41] Ukritchon, B., Whittle, A. J., & Klangvijit, C. (2003). Calculations of bearing capacity factor N γ using numerical limit analyses.
Journal of Geotechnical and Geoenvironmental Engineering,
129(5), 468-474.
https://doi.org/10.1061/(ASCE)1090-0241(2003)129:6(4 68)
[42] Kumar, J., & Kouzer, K. M. (2007). Effect of Footing Roughness on Bearing Capacity Factor Ng.
Journal of Geotechnical and Geoenvironmental Engineering,
133(5), 502-511.
https://doi.org/10.1061/(ASCE)1090-0241(2007)133:5(502)
[43] Veiskarami, M., Chenari, R. J., & Jameei, A. A. (2017). Bearing Capacity of Strip Footings on Anisotropic Soils by the Finite Elements and Linear Programming.
International Journal of Geomechanics,
17(12), 04017119.
https://doi.org/10.1061 /(ASCE)GM.1943-5622.0001018
[44] Kumar, J. (2009). The variation of Nγ with footing roughness using the method of characteristics.
International Journal for Numerical and Analytical Methods in Geomechanics,
33(2), 275-284.
https://doi.org/10.1002/nag.716
[45] Aliakbari, K., Saberi, M. R., & Andalib, M. (2021). Applying Taguchi method to optimize EDM parameters on Inconel 718 super alloy.
Karafan Quarterly Scientific Journal,
17(4), 163-180.
https://doi.org/10.48301/kssa.2021.128402
[46] International Business Machines. (2019).
IBM SPSS Statistics (Version 26) [Computer software]. IBM.
https://www.ibm.com/support/pages/downloading-ibm-spss-statis tics-26