Seismic bearing capacity of shallow strip footing embedded in slope resting on two-layered soil

Aote, S. S., Raghuwanshi, M. M., & Malik, L. (2013). A brief review of particle swarm optimization: limitations & future directions. International Journal of Computer Science Engineering (IJCSE), 2(5), 196–200. AoteS. S. RaghuwanshiM. M. MalikL. 2013 A brief review of particle swarm optimization: limitations & future directions International Journal of Computer Science Engineering (IJCSE) 2 5 196 200 Search in Google Scholar

Askari, F., and Farzaneh, O. (2003), “Upper-bound solution for Seismic bearing capacity of shallow foundation near slopes”, Geotechniqe 53(8), 697–702. AskariF. FarzanehO. 2003 “Upper-bound solution for Seismic bearing capacity of shallow foundation near slopes” Geotechniqe 53 8 697 702 10.1680/geot.2003.53.8.697 Search in Google Scholar

Baazouzi, M., Benmeddour, D., Mabrouki, A., and Mellas, M. (2016), “2D numerical analysis of shallow foundation rested near slope under inclined loading”, Procedia Engineering, Elsevier, 143, 623–634. BaazouziM. BenmeddourD. MabroukiA. MellasM. 2016 “2D numerical analysis of shallow foundation rested near slope under inclined loading” Procedia Engineering, Elsevier 143 623 634 10.1016/j.proeng.2016.06.086 Search in Google Scholar

Budhu, M., and Al-Karni, A. (1993), “Seismic bearing capacity of soils”, Geotechnique 43(1): 181–187. BudhuM. Al-KarniA. 1993 “Seismic bearing capacity of soils” Geotechnique 43 1 181 187 10.1680/geot.1993.43.1.181 Search in Google Scholar

Button, S. J. (1953). “The bearing capacity of footings on two-layer cohesive subsoil.” Proc. 3rd Intl. Conference on Soil Mechanics and Foundation Engrg., 1, Zurich: 332–335. ButtonS. J. 1953 “The bearing capacity of footings on two-layer cohesive subsoil.” Proc. 3rd Intl. Conference on Soil Mechanics and Foundation Engrg., 1 Zurich 332 335 Search in Google Scholar

Castelli, F. and Lentini, V. (2012) Evaluation of the bearing capacity of footings on a slope. Int J Phys Model GeotechEng 12(3):112–118 CastelliF. LentiniV. 2012 Evaluation of the bearing capacity of footings on a slope Int J Phys Model GeotechEng 12 3 112 118 10.1680/ijpmg.11.00015 Search in Google Scholar

Chakraborty, D., and Kumar, J., (2013), “Bearing Capacity of Foundations on slopes”, Geomechanics and Geoengineering, 8(4), 274–285. ChakrabortyD. KumarJ. 2013 “Bearing Capacity of Foundations on slopes” Geomechanics and Geoengineering 8 4 274 285 10.1080/17486025.2013.770172 Search in Google Scholar

Chakraborty, D., and Kumar, J., (2014), “Seismic Bearing Capacity of Shallow strip Footing Embedded in slope”, International Journal of Geomechanics, 6: 176–184 ChakrabortyD. KumarJ. 2014 “Seismic Bearing Capacity of Shallow strip Footing Embedded in slope” International Journal of Geomechanics 6 176 184 Search in Google Scholar

Cheng, Y. M., Li, L., and Chi, S. C. (2007). “Performance studies on six heuristic global optimization methods in the location of critical slip surface”. ComputGeotech., 34(6):462–484. DOI:10.1016/j.compgeo.2007.01.004. ChengY. M. LiL. ChiS. C. 2007 “Performance studies on six heuristic global optimization methods in the location of critical slip surface” ComputGeotech 34 6 462 484 10.1016/j.compgeo.2007.01.004 Open DOISearch in Google Scholar

Choudhury, D., and Subba Rao, K. S. (2006), “Seismic bearing capacity of foundations on slopes”. Geotechnique, 53(3), 347–361 ChoudhuryD. Subba RaoK. S. 2006 “Seismic bearing capacity of foundations on slopes” Geotechnique 53 3 347 361 Search in Google Scholar

Choudhury, D., SubhaRao, K. S. (2005), “Seismic uplift capacity of inclined slip anchors”, Can Geotech. J., 42(1), 263–271. ChoudhuryD. SubhaRaoK. S. 2005 “Seismic uplift capacity of inclined slip anchors” Can Geotech. J. 42 1 263 271 10.1139/t04-074 Search in Google Scholar

Debnath, L. and Ghosh, S. (2018), “Pseudo-static analysis of shallow strip footingresting on two layered soil”, International Journal of Geomechanics, ASCE, doi:10.1061/(ASCE)GM.1943-5622.0001049. DebnathL. GhoshS. 2018 “Pseudo-static analysis of shallow strip footingresting on two layered soil” International Journal of Geomechanics ASCE 10.1061/(ASCE)GM.1943-5622.0001049 Open DOISearch in Google Scholar

Dormieux, L., and Pecker, A. (1995). “Seismic bearing capacity of foundations on cohesionless soil”, J. Geotech. Eng., ASCE, 121(3), 300–303 DormieuxL. PeckerA. 1995 “Seismic bearing capacity of foundations on cohesionless soil” J. Geotech. Eng., ASCE 121 3 300 303 10.1061/(ASCE)0733-9410(1995)121:3(300) Search in Google Scholar

Engelbrecht AP (2007) Computational intelligence: an introduction. Wiley, London EngelbrechtAP 2007 Computational intelligence: an introduction Wiley London 10.1002/9780470512517 Search in Google Scholar

Farzaneh O, Mofidi J, Askari F (2013) Seismic bearing capacity of strip footings near cohesive slopes using lower bound limit analysis. In: Proceedings of the 18th international conference on soil mechanics and geotechnical engineering, Paris, pp 1467–1470 FarzanehO MofidiJ AskariF 2013 Seismic bearing capacity of strip footings near cohesive slopes using lower bound limit analysis In: Proceedings of the 18th international conference on soil mechanics and geotechnical engineering Paris 1467 1470 Search in Google Scholar

Gbenga, D. E., &Ramlan, E. I. (2016). Understanding the limitations of the particle swarm algorithm for dynamic optimization tasks: A survey towards the singularity of PSO for swarm robotic applications. ACM Computing Surveys (CSUR), 49(1), 8. GbengaD. E. RamlanE. I. 2016 Understanding the limitations of the particle swarm algorithm for dynamic optimization tasks: A survey towards the singularity of PSO for swarm robotic applications ACM Computing Surveys (CSUR) 49 1 8 10.1145/2906150 Search in Google Scholar

Hajihassani, M., Armaghani, J. D. and Kalatehjari, R. (2017). “Applications of Particle Swarm Optimizationin Geotechnical Engineering: A Comprehensive Review”, Geotech. Geol. Eng., Springer, DOI 10.1007/s10706-017-0356-z. HajihassaniM. ArmaghaniJ. D. KalatehjariR. 2017 “Applications of Particle Swarm Optimizationin Geotechnical Engineering: A Comprehensive Review” Geotech. Geol. Eng. Springer 10.1007/s10706-017-0356-z Open DOISearch in Google Scholar

Hossain MS, El-Shafie A (2014) Evolutionary techniques versus swarm intelligence: application in reservoir release optimization. Neural ComputAppl 24(7):1583–1594. doi:10. HossainMS El-ShafieA 2014 Evolutionary techniques versus swarm intelligence: application in reservoir release optimization Neural ComputAppl 24 7 1583 1594 doi:10. 10.1007/s00521-013-1389-8 Search in Google Scholar

IS 1893–1984(Part 3), “Indian Standard Criteria for Earthquake Resistant Design of Structures”, Bureau of Indian Standards, New Delhi. IS 1893–1984 (Part 3), “Indian Standard Criteria for Earthquake Resistant Design of Structures” Bureau of Indian Standards New Delhi Search in Google Scholar

Kalatehjari, R. (2013). “An improvised three-dimensional slope stability analysis based on limit equilibrium method by using particle swarm optimization”. Dissertation, UniversitiTeknologi Malaysia. KalatehjariR. 2013 “An improvised three-dimensional slope stability analysis based on limit equilibrium method by using particle swarm optimization” Dissertation, UniversitiTeknologi Malaysia Search in Google Scholar

Kennedy, J., and Eberhart, R. (1995). “Particle swarm optimization”, In Proceedings of IEEE international conference on neural networks 4, pp.1942–1948. KennedyJ. EberhartR. 1995 “Particle swarm optimization” In Proceedings of IEEE international conference on neural networks 4 1942 1948 10.1109/ICNN.1995.488968 Search in Google Scholar

Kumar, J. (2003), “Nγ for rough strip footing using the method of characteristics”, Can. Geotech. J., 40(3), 669–674 KumarJ. 2003 “Nγ for rough strip footing using the method of characteristics” Can. Geotech. J. 40 3 669 674 10.1139/t03-009 Search in Google Scholar

Kumar, J., and Ghosh, P. (2006). “Seismic bearing capacity for embedded footings on sloping ground.” Geotechnique, 56(2), 133–140. KumarJ. GhoshP. 2006 “Seismic bearing capacity for embedded footings on sloping ground.” Geotechnique 56 2 133 140 10.1680/geot.2006.56.2.133 Search in Google Scholar

Kumar, J. and Kumar, N. (2003), “Seismic bearing capacity of rough footings on slopes using limit equilibrium”, Geotechnique, 53(3), 363–369 KumarJ. KumarN. 2003 “Seismic bearing capacity of rough footings on slopes using limit equilibrium” Geotechnique 53 3 363 369 10.1680/geot.2003.53.3.363 Search in Google Scholar

Kumar, J., and Rao, V. B. K. M. (2002), “Seismic bearing capacity factors for spread foundations”, Geotechnique, 52(2), 79–88 KumarJ. RaoV. B. K. M. 2002 “Seismic bearing capacity factors for spread foundations” Geotechnique 52 2 79 88 10.1680/geot.2002.52.2.79 Search in Google Scholar

Meyerhof, G. G. (1957), “The ultimate bearing capacity of foundation on slopes”, In Proc. of 4th Int. Conf. on Soil Mech. and Found. Engg., London 1, 384–386 MeyerhofG. G. 1957 “The ultimate bearing capacity of foundation on slopes” In Proc. of 4th Int. Conf. on Soil Mech. and Found. Engg. London 1 384 386 Search in Google Scholar

Meyerhof, G. G., and Hanna, A. M. (1978). Ultimate bearing capacity of foundations on layered soils under inclined load. Canadian Geotechnical Journal, 15(4), 565–572. MeyerhofG. G. HannaA. M. 1978 Ultimate bearing capacity of foundations on layered soils under inclined load Canadian Geotechnical Journal 15 4 565 572 10.1139/t78-060 Search in Google Scholar

Michalowski, R. L., and Shi, L. (1995). Bearing capacity of footings over two-layer foundation soils. Journal of Geotechnical Engineering, 121(5), 421–428. MichalowskiR. L. ShiL. 1995 Bearing capacity of footings over two-layer foundation soils Journal of Geotechnical Engineering 121 5 421 428 10.1061/(ASCE)0733-9410(1995)121:5(421) Search in Google Scholar

Mononobe, N., and Matsuo, H. (1929), “On the Determination of Earth pressure during Earthquakes”, Proc. of the World Engineering Congress, Tokyo, 9, 179–87 MononobeN. MatsuoH. 1929 “On the Determination of Earth pressure during Earthquakes” Proc. of the World Engineering Congress Tokyo 9 179 87 Search in Google Scholar

Mononobe, N., and Matsuo, H. (1929). On the determination of earth pressure during earthquakes: Proceedings of the World Engineering Congress. MononobeN. MatsuoH. 1929 On the determination of earth pressure during earthquakes: Proceedings of the World Engineering Congress Search in Google Scholar

Okabe, S. (1924). The general theory on earth pressure and seismic stability of retaining wall and dam. Proc. Civil Engrg. Soc., Japan, 10(6), 1277–1323. OkabeS. 1924 The general theory on earth pressure and seismic stability of retaining wall and dam Proc. Civil Engrg. Soc., Japan 10 6 1277 1323 Search in Google Scholar

Paolucci, R. and Pecker, A. (1997), “Seismic bearing capacity of shallow strip foundations on dry soils”, Soils Found., 37(3), 95–105 PaolucciR. PeckerA. 1997 “Seismic bearing capacity of shallow strip foundations on dry soils” Soils Found. 37 3 95 105 10.3208/sandf.37.3_95 Search in Google Scholar

Prandtl, L. (1921), “Umber die eindringungkeit plasticizer baustoffe und die festigkeit von schneiden”, Zeitschrift Fur Angewandt-Mathematik Und Mechanik, 1 (1), 15–30 (in German) PrandtlL. 1921 “Umber die eindringungkeit plasticizer baustoffe und die festigkeit von schneiden” Zeitschrift Fur Angewandt-Mathematik Und Mechanik 1 1 15 30 (in German) 10.1002/zamm.19210010102 Search in Google Scholar

Purushothamaraj, P., Ramiah, B. K., and Venkatakrishna, K. N. (1974). “Bearing capacity of strip footings in two-layered cohesive-friction soils.” Can. Geotech. J., 11: 32–45 PurushothamarajP. RamiahB. K. VenkatakrishnaK. N. 1974 “Bearing capacity of strip footings in two-layered cohesive-friction soils.” Can. Geotech. J. 11 32 45 10.1139/t74-003 Search in Google Scholar

Rankine, W. J. M. (1857), “On the stability of Loose Earth”, Phil. Tras. Royal Society (London) RankineW. J. M. 1857 “On the stability of Loose Earth” Phil. Tras. Royal Society London Search in Google Scholar

Reynolds CW (1987) Flocks, herds, and schools: a distributed behavioral model. ACM SIGGRAPH Comput Gr21(4):25–34 ReynoldsCW 1987 Flocks, herds, and schools: a distributed behavioral model ACM SIGGRAPH Comput Gr 21 4 25 34 10.1145/280811.281008 Search in Google Scholar

Richards, R., Elms, D. G., and Budhu, M. (1993). “Seismic Bearing Capacity and Settlement of Foundations”, J. Geotech. Eng., ASCE, 119(4): 662–674. RichardsR. ElmsD. G. BudhuM. 1993 “Seismic Bearing Capacity and Settlement of Foundations” J. Geotech. Eng., ASCE 119 4 662 674 10.1061/(ASCE)0733-9410(1993)119:4(662) Search in Google Scholar

Saran, S., Sud, V. K., and Handa, S. C. (1989), “Bearing capacity of footings adjacent to slopes”, J. Geotech. Eng., 115(4), 553–573 SaranS. SudV. K. HandaS. C. 1989 “Bearing capacity of footings adjacent to slopes” J. Geotech. Eng. 115 4 553 573 10.1061/(ASCE)0733-9410(1989)115:4(553) Search in Google Scholar

Sarma, S. K. (1999), “Seismic bearing capacity of shallow strip footings adjacent to a slope”, Proc., 2nd Int. Conf. Earthquake Geotechnical Engineering, Lisbon, Portugal, Balkema, Rotterdam, The Netherlands, 309–313. SarmaS. K. 1999 “Seismic bearing capacity of shallow strip footings adjacent to a slope” Proc., 2nd Int. Conf. Earthquake Geotechnical Engineering Lisbon, Portugal, Balkema, Rotterdam, The Netherlands 309 313 Search in Google Scholar

Sarma, S. K., and lossifelis, I. S. (1990), “Seismic bearing capacity factors of shallow strip footings”, Geotechnique, 402, 265–273. SarmaS. K. lossifelisI. S. 1990 “Seismic bearing capacity factors of shallow strip footings” Geotechnique 402 265 273 10.1680/geot.1990.40.2.265 Search in Google Scholar

Sawada, T., Nomachi, S. G., and Chen, W. F. (1994), “Seismic bearing capacity of a mounded foundation near a downhill slope by pseudostatic analysis”, Soils Found., 34(1), 11–17. SawadaT. NomachiS. G. ChenW. F. 1994 “Seismic bearing capacity of a mounded foundation near a downhill slope by pseudostatic analysis” Soils Found. 34 1 11 17 10.3208/sandf1972.34.11 Search in Google Scholar

Soubra, A. H. (1999), “Upper bound solutions for bearing capacity of foundations”, J. Geotech. Geotech. Geoenviron. Eng., ASCE 125 (1): 59–69. SoubraA. H. 1999 “Upper bound solutions for bearing capacity of foundations” J. Geotech. Geotech. Geoenviron. Eng., ASCE 125 1 59 69 10.1061/(ASCE)1090-0241(1999)125:1(59) Search in Google Scholar

Terzaghi, K. (1943), “Theoretical Soil Mechanics”, Wiley TerzaghiK. 1943 “Theoretical Soil Mechanics” Wiley 10.1002/9780470172766 Search in Google Scholar

Yamamoto, K. (2010), “Seismic bearing capacity of shallow foundations near slopes using the upper-bound method”, Int. J. Geotech. Engg., 4, 255–267. YamamotoK. 2010 “Seismic bearing capacity of shallow foundations near slopes using the upper-bound method” Int. J. Geotech. Engg. 4 255 267 10.3328/IJGE.2010.04.02.255-267 Search in Google Scholar

Zhu, D. Y. (2000), “The least upper-bound solutions for bearing capacity factorNγ”, Soils. Found., 40(1), 123–129. ZhuD. Y. 2000 “The least upper-bound solutions for bearing capacity factorNγ” Soils. Found. 40 1 123 129 10.3208/sandf.40.123 Search in Google Scholar

Jahani, M., Oulapour, M, and Haghighi, A.(2019). “Evaluation of the seismic bearing capacity of shallow foundations located on the two-layered clayey soils.” Iran J SciTechnol Trans Civ Eng. 43(1):49–57. JahaniM. OulapourM HaghighiA. 2019 “Evaluation of the seismic bearing capacity of shallow foundations located on the two-layered clayey soils.” Iran J SciTechnol Trans Civ Eng 43 1 49 57 10.1007/s40996-018-0122-3 Search in Google Scholar

Xiao Y, et al.(2019). “Undrained bearing capacity of strip footings placed adjacent to two layered slopes.” Int. J. Geomech;19(8). Doi: XiaoY 2019 “Undrained bearing capacity of strip footings placed adjacent to two layered slopes.” Int. J. Geomech 19 8 Doi: 10.1061/(ASCE)GM.1943-5622.0001480 Search in Google Scholar

Merifield, R. S., S. W. Sloan, and H. S. Yu. (1999). “Rigorous plasticity solutions for the bearing capacity of two-layered clays.” Geotechnique 49 (4): 471–490. https://doi.org/10.1680/geot.1999.49.4.471. MerifieldR. S. SloanS. W. YuH. S. 1999 “Rigorous plasticity solutions for the bearing capacity of two-layered clays.” Geotechnique 49 4 471 490 https://doi.org/10.1680/geot.1999.49.4.471. 10.1680/geot.1999.49.4.471 Search in Google Scholar

Wu, G., Zhao, H., Zhao, M, and Xiao, Y. (2020). “Undrained seismic bearing capacity of strip footing lying on two-layered slope two-layered slopes.” Computer and Geotechnique 122: https://doi.org/10.1016/j.compgeo.2020.103539. WuG. ZhaoH. ZhaoM XiaoY. 2020 “Undrained seismic bearing capacity of strip footing lying on two-layered slope two-layered slopes.” Computer and Geotechnique 122 https://doi.org/10.1016/j.compgeo.2020.103539. 10.1016/j.compgeo.2020.103539 Search in Google Scholar

Vesic, A. S. (1975). “Bearing capacity of shallow foundations.” In Foundation engineering handbook, edited by H. F. Winterkorn and H. Y. Fang, 144–165. New York: Van Nostrand Reinhold. VesicA. S. 1975 “Bearing capacity of shallow foundations.” In Foundation engineering handbook edited by WinterkornH. F. FangH. Y. 144 165 New York Van Nostrand Reinhold Search in Google Scholar

Kusakabe, O., T. Kimura, and H. Yamaguchi. (1981). “Bearing capacity of slopes under strip loads on the top surfaces.” Soils. Found. 21 (4): 29–40. KusakabeO. KimuraT. YamaguchiH. 1981 “Bearing capacity of slopes under strip loads on the top surfaces.” Soils. Found. 21 4 29 40 10.3208/sandf1972.21.4_29 Search in Google Scholar

Georgiadis, K. (2010). “Undrained bearing capacity of strip footings on slopes.” J. Geotech. Geoenviron. Eng. 136 (5): 677–685. GeorgiadisK. 2010 “Undrained bearing capacity of strip footings on slopes.” J. Geotech. Geoenviron. Eng. 136 5 677 685 10.1061/(ASCE)GT.1943-5606.0000269 Search in Google Scholar

Narita, K., and H. Yamaguchi. (1990). “Bearing capacity analysis of foundations on slopes by use of log-spiral sliding surfaces.” Soils Found. 30(3): 144–152. NaritaK. YamaguchiH. 1990 “Bearing capacity analysis of foundations on slopes by use of log-spiral sliding surfaces.” Soils Found 30 3 144 152 10.3208/sandf1972.30.3_144 Search in Google Scholar

Xiao, Y., Zhao, M., Zhang, R., Zhao, H. and Wu, G. (2019). “Undrained Bearing Capacity of Strip Footings Placed Adjacent to Two-Layered Slopes.” Int. J. Geomech., ASCE, Doi: 10.1061/(ASCE)GM.19435622.0001480. XiaoY. ZhaoM. ZhangR. ZhaoH. WuG. 2019 “Undrained Bearing Capacity of Strip Footings Placed Adjacent to Two-Layered Slopes.” Int. J. Geomech., ASCE 10.1061/(ASCE)GM.19435622.0001480 Open DOISearch in Google Scholar

Cinicioglu, O. and Erkli, A. (2018). “Seismic bearing capacity of surficial foundations on sloping cohesive ground.” Soil Dynamics and Earthquake Engineering, 111: 53–64. CiniciogluO. ErkliA. 2018 “Seismic bearing capacity of surficial foundations on sloping cohesive ground.” Soil Dynamics and Earthquake Engineering 111 53 64 10.1016/j.soildyn.2018.04.027 Search in Google Scholar

Keshavarz, A., Beygi, M. and 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. KeshavarzA. BeygiM. ValiR. 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 10.1016/j.compgeo.2019.103094 Search in Google Scholar

Wu, G., Eeri, M., Zhao, M. and Zhao, H. (2020). “Undrained seismic bearingcapacity of strip footingshorizontally embedded in two-layered slopes.” Earthquake Spectra, DOI: 10.1177/8755293020957332. WuG. EeriM. ZhaoM. ZhaoH. 2020 “Undrained seismic bearingcapacity of strip footingshorizontally embedded in two-layered slopes.” Earthquake Spectra 10.1177/8755293020957332 Open DOISearch in Google Scholar