Review Confirmation Method of Foundation Bearing Capacity

Authors

  • Bao Cheng

DOI:

https://doi.org/10.54097/fek3zt41

Keywords:

Bearing Capacity of Foundation; Terzaghi Formula; Empirical Formula.

Abstract

The calculation of bearing capacity of foundations is a fundamental topic in soil mechanics and an indispensable basic data in practical engineering. Some calculation methods and different improvement measures of foundation bearing capacity are summarized by reading relevant Chinese literature, standardizing and combining with the contents of textbooks, and the mechanism of foundation bearing capacity is strengthened.

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References

Daping, Xiao, Zhu Weiyi, and C. H. E. N. Huan. "Progress in slip lines method to solve the bearing capacity problem.", Chinese Journal of Geotechnical Engineering, 20.4, pp. 28-32.1998.

HAN, Dong-dong, et al. "Solution and error evaluation for bearing capacity of rough strip footings.", Chinese Journal of Geotechnical Engineering, 38.10 (2016): 1789-1796.

Wei, Jin, and Zhi-jun Zhou. "Analysis of Ultimate Bearing Capacity of Shallow Circular Foundation.", Journal of Highway and Transportation Research and Development,Vol. 8, pp.18-22. 2014. https://doi.org/10.1061/JHTRCQ.0000375.

Terzaghi, Karl.Theoretical soil mechanics. 1943.

Hirayama, Hideki. "A unified base bearing capacity formula for piles.", Soils and foundations, 28.3 (1988): 91-102.

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Published

20-08-2024

Issue

Section

Articles

How to Cite

Cheng, B. (2024). Review Confirmation Method of Foundation Bearing Capacity. Academic Journal of Science and Technology, 12(1), 178-180. https://doi.org/10.54097/fek3zt41