Bearing capacity of rectangular footings in uniform clay with deep embedment

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Bearing capacity of rectangular footings in uniform clay with deep embedment. / Liu, Jun; Li, Mingzhi; Hu, Yuxia; Han, Congcong.

In: Computers and Geotechnics, Vol. 86, 01.06.2017, p. 209-218.

Research output: Contribution to journalArticle

Harvard

Liu, J, Li, M, Hu, Y & Han, C 2017, 'Bearing capacity of rectangular footings in uniform clay with deep embedment' Computers and Geotechnics, vol 86, pp. 209-218. DOI: 10.1016/j.compgeo.2017.01.019

APA

Liu, J., Li, M., Hu, Y., & Han, C. (2017). Bearing capacity of rectangular footings in uniform clay with deep embedment. Computers and Geotechnics, 86, 209-218. DOI: 10.1016/j.compgeo.2017.01.019

Vancouver

Liu J, Li M, Hu Y, Han C. Bearing capacity of rectangular footings in uniform clay with deep embedment. Computers and Geotechnics. 2017 Jun 1;86:209-218. Available from, DOI: 10.1016/j.compgeo.2017.01.019

Author

Liu, Jun; Li, Mingzhi; Hu, Yuxia; Han, Congcong / Bearing capacity of rectangular footings in uniform clay with deep embedment.

In: Computers and Geotechnics, Vol. 86, 01.06.2017, p. 209-218.

Research output: Contribution to journalArticle

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@article{06141bcd776142c08db685f7d6fee757,
title = "Bearing capacity of rectangular footings in uniform clay with deep embedment",
abstract = "This letter is concerned with the undrained bearing capacity of rectangular footings with various aspect ratios and embedment ratios in uniform clay. It covers thin plate foundations with low aspect ratios and high embedment depth with embedment ratio up to 150. The work is based on small strain finite element analysis (FEA). After verification of the FEA model against existing solutions of the bearing capacity factors of rectangular footings, a series of FEA results are obtained. Based on the FEA results, a simple formulation is proposed to calculate the bearing capacity factor for rectangle footing with different aspect ratio in any embedment depth, extending the existing solutions to cover a wider ranges of footing aspect ratios and embedment ratios.",
keywords = "Bearing capacity factor, Clay, Depth factor, Footing, Shape factor",
author = "Jun Liu and Mingzhi Li and Yuxia Hu and Congcong Han",
year = "2017",
month = "6",
doi = "10.1016/j.compgeo.2017.01.019",
volume = "86",
pages = "209--218",
journal = "Computers and Geotechnics",
issn = "0266-352X",
publisher = "Elsevier Science B.V.",

}

RIS

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TY - JOUR

T1 - Bearing capacity of rectangular footings in uniform clay with deep embedment

AU - Liu,Jun

AU - Li,Mingzhi

AU - Hu,Yuxia

AU - Han,Congcong

PY - 2017/6/1

Y1 - 2017/6/1

N2 - This letter is concerned with the undrained bearing capacity of rectangular footings with various aspect ratios and embedment ratios in uniform clay. It covers thin plate foundations with low aspect ratios and high embedment depth with embedment ratio up to 150. The work is based on small strain finite element analysis (FEA). After verification of the FEA model against existing solutions of the bearing capacity factors of rectangular footings, a series of FEA results are obtained. Based on the FEA results, a simple formulation is proposed to calculate the bearing capacity factor for rectangle footing with different aspect ratio in any embedment depth, extending the existing solutions to cover a wider ranges of footing aspect ratios and embedment ratios.

AB - This letter is concerned with the undrained bearing capacity of rectangular footings with various aspect ratios and embedment ratios in uniform clay. It covers thin plate foundations with low aspect ratios and high embedment depth with embedment ratio up to 150. The work is based on small strain finite element analysis (FEA). After verification of the FEA model against existing solutions of the bearing capacity factors of rectangular footings, a series of FEA results are obtained. Based on the FEA results, a simple formulation is proposed to calculate the bearing capacity factor for rectangle footing with different aspect ratio in any embedment depth, extending the existing solutions to cover a wider ranges of footing aspect ratios and embedment ratios.

KW - Bearing capacity factor

KW - Clay

KW - Depth factor

KW - Footing

KW - Shape factor

UR - http://www.scopus.com/inward/record.url?scp=85012050833&partnerID=8YFLogxK

U2 - 10.1016/j.compgeo.2017.01.019

DO - 10.1016/j.compgeo.2017.01.019

M3 - Article

VL - 86

SP - 209

EP - 218

JO - Computers and Geotechnics

T2 - Computers and Geotechnics

JF - Computers and Geotechnics

SN - 0266-352X

ER -

ID: 13410886