Reliability-Based Design of Spatially Random Two-Layered Clayey Slopes
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture
Link
https://link.springer.com/content/pdf/10.1007/s10706-022-02171-0.pdf
Reference37 articles.
1. Abusharar SW, Han J (2011) Two-dimensional deep-seated slope stability analysis of embankments over stone column-improved soft clay. Eng Geol 120(1–4):103–110. https://doi.org/10.1016/j.enggeo.2011.04.002
2. Barik K, Aksakal EL, Islam KR, Sari S, Angin I (2014) Spatial variability in soil compaction properties associated with field traffic operations. CATENA 120:122–133. https://doi.org/10.1016/j.catena.2014.04.013
3. Brandon TL, Wright SG, Duncan JM (2008) Analysis of the Stability of I-Walls with Gaps between the I-Wall and the Levee Fill. J Geotech and Geoenviron Eng 134(5):692–700. https://doi.org/10.1061/(ASCE)1090-02412008134:5(692)
4. Cheng H, Chen J, Chen R, Chen G, Zhong Y (2018) Risk assessment of slope failure considering the variability in soil properties. Comput Geotech 103:61–72. https://doi.org/10.1016/j.compgeo.2018.07.006
5. Cho SE (2010) Probabilistic assessment of slope stability that considers the spatial variability of soil properties. J Geotech Geoenviron Eng 136(7):975–984. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000309
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