Experimental and Analytical Investigation of the Bearing Capacity of Bulbs for Squeezed Branch Piles-Reference-Cited by-同舟云学术

Experimental and Analytical Investigation of the Bearing Capacity of Bulbs for Squeezed Branch Piles

Published:2023-05 Issue:5 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Xiong Li¹,Li Guowei²,Zhou Yang³,He Guanjun⁴

Affiliation:

1. Ph.D. Candidate, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., Nanjing 210098, China.

2. Professor, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., Nanjing 210098, China.

3. Civil Engineering School, Henan Univ. of Technology, Zhengzhou 450001, China (corresponding author).

4. Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., Nanjing 210098, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8298

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4. BSI (British Standards Institution). 1986. Code of practice for foundations. BS 8006. London: BSI.

5. Solution of the ultimate bearing capacity at the tip of a pile in inclined rocks based on the Hoek-Brown criterion

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