Sizes of the Footings Considered in the Literature
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Sizes considered in the literature for Strip footings. Year Author B L L/B Tank Width (b) Tank Length (l) Tank Depth (d) 1962 Stuart 25.4 330.2 13 381 508 1962 Stuart 12.7 228.6 18 762 1016 1974 Saran and Agarwal 75 75 800 410 1979 Deshmukh 50.8 254 5 1200 1200 1050 1983 Das and Larbi- Cherif 50.8 304.8 6 305 1524 914 1983 Selvadurai and Rabbaa 378 378 1 380 1520 400 1984 Graham et al. (steel) 75 200 2.7 914 914 609 1984 Graham et al. (Al) 19 305 16.1 914 914 609 1984 Graham et al. (Al) 38 305 8.0 914 914 609 1984 Graham et al. (Al) 76 305 4.0 914 914 609 1992 Khing et al. 101.6 304.8 3 304.8 1300 914 1993 Das et al. 101.6 304.8 3 305 1220 915 1994 Al-Ashou 50 295 5.9 1000 1000 600 2003 Kumar and Saran 100 860 8.6 860 2200 1200 2006 Khan et al. 60 150 2.5 160 700 400 2008 Kumar and Bhoi 70 360 5.1 370 2000 650 2009 Kumar and Bhoi 70 360 5.1 370 2000 650 2009 Ghosh and Kumar 75 150 2 1000 1000 1000 2009 Ghosh and Kumar 50 100 2 1000 1000 1000 2011 Bellas 100 500 1100 800 2011 Ghosh and RKumar 75 2011 Ghosh and RKumar 50 2013 Eltohamy and Zidan 100 500 5 500 1200 1000 Sizes considered in the literature for Rectangular footings. Year Author B L L/B Tank Width (b) Tank Length (l) Tank Depth (d) 1974 Saran and Agarwal 75 100 1.333 33 1140 1140 490
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Transcript of Sizes of the Footings Considered in the Literature
Sizes considered in the literature for Strip footings.YearAuthorBLL/BTank Width (b)Tank Length (l)Tank Depth (d)
1962Stuart25.4330.213381508
1962Stuart12.7228.6187621016
1974Saran and Agarwal7575800410
1979Deshmukh50.82545120012001050
1983Das and Larbi-Cherif50.8304.863051524914
1983Selvadurai and Rabbaa37837813801520400
1984Graham et al. (steel)752002.7914914609
1984Graham et al. (Al)1930516.1914914609
1984Graham et al. (Al)383058.0914914609
1984Graham et al. (Al)763054.0914914609
1992Khing et al.101.6304.83304.81300914
1993Das et al.101.6304.833051220915
1994Al-Ashou502955.910001000600
2003Kumar and Saran1008608.686022001200
2006Khan et al.601502.5160700400
2008Kumar and Bhoi703605.13702000650
2009Kumar and Bhoi703605.13702000650
2009Ghosh and Kumar751502100010001000
2009Ghosh and Kumar501002100010001000
2011Bellas1005001100800
2011Ghosh and RKumar75
2011Ghosh and RKumar50
2013Eltohamy and Zidan100500550012001000
Sizes considered in the literature for Rectangular footings.YearAuthorBLL/BTank Width (b)Tank Length (l)Tank Depth (d)
1974Saran and Agarwal751001.3333311401140490
1974Saran and Agarwal75150211401140490
1974Saran and Agarwal100300311401140490
1979Deshmukh88.9177.82120012001050
Sizes considered in the literature for square footings.YearAuthorSize of footingsTank Width (b)Tank Length (l)Tank Depth (d)
1974Singh et al405001000500
1974Singh et al495001000500
1974Singh et al605001000500
1974Saran and Agarwal 10011401140490
1974Saran and Agarwal 7511401140490
1979Deshmukh101.6120012001050
1994Al-Ashou et al8010001000600
2003Kumar and Saran 17526022001200
2006Khan et al40160700400
2006Khan et al50160700400
2006Khan et al70160700400
2012Reddy et al80165016501500
2012Reddy et al100165016501500
2012Reddy et al120165016501500
2013Pusadkar et al50600600600
Sizes considered in the literature for Circular footings.
YearAuthorSize of footingsTank Width (b)Tank Length (l)Tank Depth (d)
1979Deshmukh101.6120012001050
2006Khan et al505001000500
2006Khan et al605001000500
2006Khan et al705001000500
2011Srinivasan and Ghosh 100100010001000
2012Srinivasan and Ghosh 75100010001000
2012Srinivasan and Ghosh 100100010001000
2012Srinivasan and Ghosh 150100010001000
2012Reddy et al80165016501500
2012Reddy et al100165016501500
2012Reddy et al120165016501500
2013Pusadkar et al56.4600600600
2014Naderi and Hataf120100010001000
