Bildik S, Laman M, “Experimental Investigation of the effects of pipe location on the bearing capacity”, Geomechanics and Engineering, 2015. http://doi.org/10.12989/gae.2015.8.2.221
Bolton MD, Lau CK, “Scale effects in the bearing capacity of granular soils”, Proceedings of the 12th International Conference on Soil Mechanics and Foundation Engineering, Rio de Janeiro, Brazil, 1989, 2, 895-898.
Brown JD, Meyerhof GG, “Experimental study of bearing capacity in layered clays”, 7th international Conference on Soil Mechanics and Foundation Engineering, Mexico, 1969.
Burd HJ, Frydman S, “Bearing Capacity of Plane-strain Footings on Layered Soils”, Canadian Geotechnical Journal, 1996, 34, 241-253.
Button SJ, “The bearing capacity of footings on two-layer cohesive subsoil”, Proceedings of 3rd International conferece Conf, SMFE, Zurich, 1953, 1, 332-335.
Farzaneh O, Ganjian N, Askari F, “Rotation-translation mechanisms for upper-bound solution of bearing capacityproblems”, Computers and Geotechnics, 2010.
Frydman S, Burd HJ, “Numerical studies of bearing-capacity factor”, Journal of Geotechnical and Geoenvironmental Engineering”, 1997, 123 (1), 20.
Hanna AM, Meyerhof GG, “Design charts for ultimate bearing capacity of foundations on sand overlying clay”, Canadian Geotechnical Journal, 1980, 17, 300-303.
Hansen JB, “A revised and extended formula for bearing capacity”, Danish Geotechnical Institute, Bull, 1970, 28, 5-11.
Halder K, Chakraborty D, “Influence of soil spatial variability on the response of strip footing on geocell-reinforced slope”, Computers and Geotechnics,2020,122. https://doi.org/
10.1016/j.compgeo.2020.103533
Keawsawasvong S, Thongchom C, Likitlersuang S, “Bearing capacity of strip footing on Hoek-Brown rock mass subjected to eccentric and inclined loading”, Transp Infrastructure, Geotechnol, 2021, 8, 189-200.
Kenny MJ, Andrawes KZ, “The bearing capacity of footings on a sand layer overlying soft clay”, Geotechnique, 1996, 47 (2), 339-345.
Keskin MS, Laman M, “Model studies of bearing capacity of strip footing on sand slope”, KSCE Journal of Civil Engineering, 2013, 17, 699-711. https://doi.org/
10.1007/s12205-013-0406-x
Kraft LM, Helfrich JSC, “Bearing capacity of shallow footing, sand over clay”, Canadian Geotechical Journal, 1983.
Madhav MR, Sharma JSN, “Bearing capacity of clay overlain by stiff soil”, Journal of Geotechnical Engineering, ASCE, 1991, 117 (12), 1941-1948.
Masayuki H, Yang W, Shintaro K, Yukio N, Norimasa Y, “Effect of fines on the compression behaviour of poorly graded silica sand”, Geomechanics and Engineering, 2017, 12 (1), 127-138.
Meyerhof GG, “Some Recent Research on the bearing capacity of foundations”, Canadian Geotechnical Journal, 1963, 1 (1), 16-26.
Meyerhof GG, “Ultimate bearing capacity of footings on sand layer overlying clay”, Canadian Geotechnical Journal, 1974, 11, 223-229.
Meyerhof GG, Hanna AM, “Ultimate bearing capacity of foundations on layered soils under inclined load”, Canadian Geotechnical Journal, 1978, 15 (4), 565-572.
Michalowski RL, “Stability of uniformly reinforced slopes”, Journal of Geotechnical and Geoenvironmental Engineering, 1996, 123 (6), (17).
Michalowski RL, Shi L, “Bearing capacity of footings over two-layer foundation soils”, Journal of Geotechnical Engineering, 1995, 313, 421-428.
Michalowski RL, You L, “Effective width rule in calculations of bearing capacity of shallow footings”, Computers and Geotechnics, 1998.
Oda M, Win S, “Ultimate bearing capacity tests on sand with clay layer”, Journal of Geotechnical Engineering, 1990, 116 (12), 1902-1906.
Okamura M, Takemura J, Kimura T, “Centrifuge model tests on bearing capacity and deformation of sand layer overlying clay”, Soils Foundation, 1997, 37 (1), 73-88.
Paolucci R, Pecker A, “Seismic bearin capacity of shallow strip foundations on dry soils”, Soils and Foundations, 1997.
Pfeifle TW, Das BM, “Model tests for bearing capacity in sand”, ASCE Journal of Geotechnical Engineering Division, 1979, 105, 1112-1116.
Purushothamaraj P, Ramiah BK, Rao KNV, “Bearing capacity of strip footings in two layered cohesive-friction soils”, Canadian Geotechnical Journal, 1978, 11, 32-45.
Siraj-Eldine K, Bottero A, “Étude expérimentale de la capacité portante d'une couche de sol pulverulent d'épaisseur limitée”, Canadian Geotechnical Journal, 1987.
https://doi.org/10.1139/t87-029
Tani K, Craig WH, “Bearing capacity of circular foundation on soft clay of strength increasing with depth”, Soils Foundation, 1995, 35 (4), 21-35.
Taylor RN, “Centrifuges in modelling: principles and scale effects”, Geotechnical Centrifuge Technology (Taylor R. N. (ed.)), Blackie Academic and Professional, London, UK, 1995, 19-33.
Terzaghi K, “Effects of minor geologic details on the safety of dams”, Geology and Engineering for Dams and Reservoirs, American Institute of Mining and Metallurgical Engineers, Technical Publication, 1929, 215, 31-44.
Turker E, Sadoglu E, Cure E, Uzuner BA, “Bearing Capacity of Eccentrically Loaded Strip Footings Close to Geotextile-Reinforced Sand Slope”, Canadian Geotechnical Journal, 2014, 51, 884-895.
https://doi.org/10.1139/cgj-2014-0055
Tournier JP, Milović DM, “Etude experimentale de la capacite portante d’une couche compressible d’epaisseur limitee”, Géotechnique, 1977, 27 (2), 111-123.
Toyosawa Y, Itoh K, Kikkawa N, Yang JJ, Liu F, “Influence of model footing diameter embedded depth on particle size effect in centrifugal bearing capacity test”, Soils and Foundations, 2013, 53 (2), 349-356.
Valore C, Ziccarelli M, Muscolino SR, “The bearing capacity of footings on sand with a weak layer”, Geotechnical Research, 2017, 4 (1), 12-29. https://doi.org/10.1680/jgere.16.00020
Vesic AS, “Analysis of ultimate loads of shallow foundations”, ASCE Journal of the Soil Mechanics and Foundations Division, 1973, 99 (SM1), 45-73.
Vesic AS, “Bearing Capacity of Shallow Foundations”, Foundation Engineering Hand Book, Edited by Hsai-Yang Fang, Van Nostrand Reinhold Book Co., New York, 1975, 144-165.
Wu Y, Zhou X, Gao Y, Shu S, “Bearing capacity of embedded shallow foundations in spatially random soils with linearly increasing mean undrained shear strength”, Computer and Geotechnic, 2020, 122.