Experimental and numerical studies on the behavior and retaining mechanism of anchored stabilizing piles in landslides-Reference-Cited by-同舟云学术

Experimental and numerical studies on the behavior and retaining mechanism of anchored stabilizing piles in landslides

Published:2021-09-08 Issue:10 Volume:80 Page:7507-7524
ISSN:1435-9529
Container-title:Bulletin of Engineering Geology and the Environment
language:en
Short-container-title:Bull Eng Geol Environ

Author:

Wang Chengtang,Wang Hao,Qin Weimin,Tian Hunan

Funder

National Key R&D Program of China

China National Natural Science Foundation

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology

Link

https://link.springer.com/content/pdf/10.1007/s10064-021-02391-3.pdf

Reference50 articles.

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2. Cai F (2017) A subgrade reaction solution for anchored dowel piles to stabilize landslides. In: Aadvancing culture of living with landslides, vol 3. Advances in Landslide Technology. https://doi.org/10.1007/978-3-319-53487-9_53

3. Chen CY, Martin GR (2002) Soil-structure interaction for landslide stabilizing piles. Comput Geotech 29:363–386. https://doi.org/10.1016/s0266-352x(01)00035-0

4. Dai Z (2002) Study on distribution laws of landside-thrust and resistance of sliding mass acting on antislide piles. Chin J Rock Mech Eng 21:517–521

5. Degrande G, Praet E, Van Zegbroeck B, Van Marcke P (2002) Dynamic interaction between the soil and an anchored sheet pile during seismic excitation. Int J Numer Anal Meth Geomech 26:605–631. https://doi.org/10.1002/nag.214

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