Effect of 3D geometric variation on slope stability for sandy slopes-Reference-Cited by-同舟云学术

Effect of 3D geometric variation on slope stability for sandy slopes

Published:2023-03-16 Issue:3 Volume:17 Page:271-282
ISSN:1938-6362
Container-title:International Journal of Geotechnical Engineering
language:en
Short-container-title:International Journal of Geotechnical Engineering

Author:

Kaizer Hassan Mohammed Sulaimaan¹^ORCID,Loo Vera Hui¹^ORCID

Affiliation:

1. Department of Civil and Construction Engineering, Curtin University Malaysia, Miri, Sarawak, Malaysia

Funder

Faculty of Engineering and Science, Curtin University Malaysia

Publisher

Informa UK Limited

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Environmental Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/19386362.2023.2227498

Reference24 articles.

1. Bentley Systems Incorporated. 2020. SVSLOPE 2D/3D Limit Equilibrium Slope Stability Analysis - Theory Manual https://communities.bentley.com/cfs-file/__key/communityserver-wikis-components-files/00-00-00-05-58/2870.SVSLOPE10_5F00_Theory_5F00_Manual.pdf.

2. Bentley Systems Incorporated. 2022. PLAXIS 3D LE. https://virtuosity.bentley.com/product/plaxis-3d-le/.

3. BSI. 2009. Code of Practice for Earthworks. BS 6031:2009. UK: BSI. https://knowledge.bsigroup.com/products/code-of-practice-for-earthworks/standard

4. CEDD. 2011. “Geotechnical Manual for Slopes.” Stability Analyses. Hong Kong.

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. A comparative slope stability analyses of heavily jointed open-pit slopes using 3D limit equilibrium and finite element methods: a case study from Bingöl, Türkiye;International Journal of Geotechnical Engineering;2024-05-14