Centrifuge modeling of multi-row stabilizing piles reinforced reservoir landslide with different row spacings-Reference-Cited by-同舟云学术

Centrifuge modeling of multi-row stabilizing piles reinforced reservoir landslide with different row spacings

Published:2022-11-18 Issue:3 Volume:20 Page:559-577
ISSN:1612-510X
Container-title:Landslides
language:en
Short-container-title:Landslides

Author:

Zhang Chenyang,Yin Yueping,Yan Hui,Zhu Sainan,Li Bo,Hou Xuefeng,Yang Yuting

Funder

National key research and development program

China Geological Survey project

Chongqing Natural Science Key program

Excellent Doctoral Fund of China University of Geosciences

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology

Link

https://link.springer.com/content/pdf/10.1007/s10346-022-01994-5.pdf

Reference54 articles.

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2. Ashour M, Ardalan H (2012) Analysis of pile stabilized slopes based on soil–pile interaction. Comput Geotech 39:85–97

3. Broms BB (1972) Stability of flexible structures (piles and piles). General Report, Session 2, Proc. 5th ECSMFE. Madrid 2:239–269

4. Buslov A, Margolin V (2018) The influence of the second row of piles in double-row pile retaining walls with the stabilization of landslide. IOP Conf Ser: Mater Sci Eng. IOP Publishing 365(5):052006

5. Fukumoto Y (1976) The behaviour of piles for preventing landslide. Soils Found 16(2):91–103 (In Japanese)

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