Analysis of fracture reliability of anti-slide deep pile reinforced slope under flood effect-Reference-Cited by-同舟云学术

Analysis of fracture reliability of anti-slide deep pile reinforced slope under flood effect

Published:2021-08 Issue:16 Volume:80 Page:
ISSN:1866-6280
Container-title:Environmental Earth Sciences
language:en
Short-container-title:Environ Earth Sci

Author:

Wang Jun,Nie Zhipeng,Liu Jie,Qin Min,Rongzi O. U.

Funder

the Natural Science Foundation of Hunan Province

Scientific Research Foundation of Hunan Province Education Department

the National Natural Science Foundation of China

Publisher

Springer Science and Business Media LLC

Subject

Earth-Surface Processes,Geology,Pollution,Soil Science,Water Science and Technology,Environmental Chemistry,Global and Planetary Change

Link

https://link.springer.com/content/pdf/10.1007/s12665-021-09834-w.pdf

Reference19 articles.

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2. Chang JY, Gao JH, Liu ZJ (2012) Integrity testing of anti-slide pile for railway in mountain area and analysis of causes for pile fracture. J Railw Eng Soc 29:40–43. https://doi.org/10.3969/j.issn

3. Hg WU, Zhang QY, Zhou ZB, Zhang JD, Song XJ (2015) Model test research on the working performance of double row anti-slide pile. J Railw Eng Soc 32:49–54

4. Jiang XL, Wang FF, Yang H, Niu JY (2018) Dynamic response of shallow-buried tunnel under asymmetrical pressure distributions. J Test Eval 46:1574–1590. https://doi.org/10.1520/JTE20170026

5. Li J, Jiang XG, Wang HZ, Long S, Xia WZ, Li X (2018) Analytical element for timoshenko beam on elastic foundation. Eng Mech 35:221–229. https://doi.org/10.6052/j.issn.1000-4750.2016.10.0834

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