Back-Analysis Scheme of Shear Strength Parameters of Soil Slope Based on Strength Asynchronous Reduction Mode-Reference-Cited by-同舟云学术

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Back-Analysis Scheme of Shear Strength Parameters of Soil Slope Based on Strength Asynchronous Reduction Mode

Published:2021-08-23 Issue: Volume: Page:
ISSN:2193-567X
Container-title:Arabian Journal for Science and Engineering
language:en
Short-container-title:Arab J Sci Eng

Author:

Xu Gui,Chen Zhongda,Xu Kaiquan,Lei Yuanouyi,Chen Minrui,Lei Maojin

Funder

General Science and Technology Project of Department of Transportation of Jiangxi Province

Publisher

Springer Science and Business Media LLC

Subject

Multidisciplinary

Link

https://link.springer.com/content/pdf/10.1007/s13369-021-06037-0.pdf

Reference32 articles.

1. Glade, T.: Establishing the frequency and magnitude of landslide-triggering rainstorm events in New Zealand. Environ. Geol. 35(2–3), 160–174 (1998). https://doi.org/10.1007/s002540050302

2. Lin, F.; Wu, L.Z.; Huang, R.Q.; Zhang, H.J.: Formation and characteristics of the Xiaoba landslide in Fuquan, Guizhou, China. Landslides 15(4), 669–681 (2018). https://doi.org/10.1007/s10346-017-0897-5

3. Gao, D.J.; Xu, W.Y.: Back analysis of calculation parameters for Dashiban landslide at Three-Gorges Reservoir on Yangtze River. J. Hohai Univ. Sci. Rev. 34(1), 74–78 (2006). https://doi.org/10.3321/j.issn:1000-1980.2006.01.018

4. Okui, Y.; Tokunaga, A.; Shinji, M.; Mori, S.: New back analysis method of slope stability by using field measurements. Int. J. Rock Mech. Min. Sci. 34(3), 234 (1997). https://doi.org/10.1016/S1365-1609(97)00170-6

5. Wesley, L.D.; Leelaratnam, V.: Shear strength parameters from back-analysis of single slips. Geotechnique 51(4), 373–374 (2001). https://doi.org/10.1680/geot.2001.51.4.373

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