Reliability Analysis of Grillage Flexible Slope Supporting Structure with Anchors Considering Fuzzy Transitional Interval and Fuzzy Randomness of Soil Parameters-Reference-Cited by-同舟云学术

Reliability Analysis of Grillage Flexible Slope Supporting Structure with Anchors Considering Fuzzy Transitional Interval and Fuzzy Randomness of Soil Parameters

Published:2019-05-16 Issue:10 Volume:44 Page:8849-8857
ISSN:2193-567X
Container-title:Arabian Journal for Science and Engineering
language:en
Short-container-title:Arab J Sci Eng

Author:

Ye ShuaiHua^ORCID,Fang GuangWen,Ma XiaoRui

Funder

National Natural Science Foundation of China

Publisher

Springer Science and Business Media LLC

Subject

Multidisciplinary

Link

http://link.springer.com/content/pdf/10.1007/s13369-019-03912-9.pdf

Reference37 articles.

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3. Li, D.Q.; Tang, X.S.; Phoon, K.K.: Bootstrap method for characterizing the effect of uncertainty in shear strength parameters on slope reliability. Reliab. Eng. Syst. Saf. 140, 99–106 (2015)

4. Deng, Z.P.; Li, D.Q.; Qi, X.H.; Cao, Z.J.; Phoon, K.K.: Reliability evaluation of slope considering geological uncertainty and inherent variability of soil parameters. Comput. Geotech. 92, 121–131 (2017)

5. Gao, X.C.; Liu, H.L.; Zhang, W.G.; Wang, W.; Wang, Z.Y.: Influences of reservoir water level drawdown on slope stability and reliability analysis. Georisk (2018). https://doi.org/10.1080/17499518.2018.1516293

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