Effect of a filter cake on shear behavior of sand-concrete pile interface-Reference-Cited by-同舟云学术

Effect of a filter cake on shear behavior of sand-concrete pile interface

Published:2022-06 Issue:6 Volume:29 Page:2019-2032
ISSN:2095-2899
Container-title:Journal of Central South University
language:en
Short-container-title:J. Cent. South Univ.

Author:

Chen Chen,Leng Wu-ming,Yang Qi^ORCID,Dong Jun-li,Xu Fang,Ruan Bo

Publisher

Springer Science and Business Media LLC

Subject

Metals and Alloys,General Engineering

Link

https://link.springer.com/content/pdf/10.1007/s11771-022-5080-z.pdf

Reference40 articles.

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2. BENGT H, FELLENIUS B H. Negative skin friction and settlement of piles [C]// Second International Seminar, Pile Foundations. Singapore: Nanyang Technoligical Institute, 1984: 28–30.

3. EVGIN E, FAKHARIAN K. Effect of stress paths on the behaviour of sand steel interfaces [J]. Canadian Geotechnical Journal, 1996, 33(6): 853–865. DOI: https://doi.org/10.1139/t96-116-336.

4. DEJONG J T, WESTGATE Z J. Role of initial state, material properties, and confinement condition on local and global soil-structure interface behavior [J]. Journal of Geotechnical and Geoenvironmental Engineering, 2009, 135(11): 1646–1660. DOI: https://doi.org/10.1061/(asce)1090-0241(2009)135:11(1646).

5. YANG Qi, LENG Wu-ming, ZHANG Sheng, et al. Long-term settlement prediction of high-speed railway bridge pile foundation [J]. Journal of Central South University, 2014, 21(6): 2415–2424. DOI: https://doi.org/10.1007/s11771-014-2195-x.

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