Seismic stability and failure mode of the slope containing a two-pile foundation-Reference-Cited by-同舟云学术

Seismic stability and failure mode of the slope containing a two-pile foundation

Published:2023-01 Issue:1 Volume:82 Page:
ISSN:1435-9529
Container-title:Bulletin of Engineering Geology and the Environment
language:en
Short-container-title:Bull Eng Geol Environ

Author:

Peng Wenzhe,Zhao Minghua,Zhao Heng^ORCID,Yang Chaowei

Funder

National Natural Science Foundation of China

Natural Science Foundation of Hunan Province

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology

Link

https://link.springer.com/content/pdf/10.1007/s10064-022-03039-6.pdf

Reference44 articles.

1. Ausilio E, Conte E, Dente G (2001) Stability analysis of slopes reinforced with piles. Comput Geotech 28(8):591–611

2. British Standards Institution (BSI) (1985) Structural use of concrete. Part 1—code of practice for design and construction (BS 8110: part 1: 1985). British Standards Institution, London

3. Cinicioglu O, Erkli A (2018) Seismic bearing capacity of surficial foundations on sloping cohesive ground. Soil Dyn Earthq Eng 111(8):53–64

4. Dai GL, Salgado R, Gong WM, Zhang YB (2012) Load tests on full-scale bored pile groups. Can Geotech J 49(11):1293–1308

5. Editorial Board of Geological Engineering Handbook (2018) Geological engineering handbook. China Architecture and Building Press, Beijing, China ((in Chinese))

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