Numerical Analysis of Seepage for Concrete Face Rockfill Dam with Cracks Based on Block Equivalent Continuum Method
- 26 January 2021
- journal article
- research article
- Published by Springer Science and Business Media LLC in Arabian Journal for Science and Engineering
- Vol. 46 (11), 10341-10354
- https://doi.org/10.1007/s13369-021-05368-2
Abstract
No abstract availableKeywords
Funding Information
- National Natural Science Foundation of China (No.51679197)
This publication has 23 references indexed in Scilit:
- Dynamic damage evaluation on the slabs of the concrete faced rockfill dam with the plastic-damage modelComputers and Geotechnics, 2015
- Numerical analysis of the causes of face slab cracks in Gongboxia rockfill damEngineering Geology, 2014
- Investigation of the cracking of CFRD face platesComputers and Geotechnics, 2011
- Modeling coupled processes of non-steady seepage flow and non-linear deformation for a concrete-faced rockfill damComputers & Structures, 2011
- A seepage computational model of face slab cracks based on equi-width joint constant flowAdvances in Engineering Software, 2010
- Key technical problems of extra-high concrete faced rock-fill damScience China Technological Sciences, 2007
- Construction of Concrete-Faced Rockfill Dams with Weak RocksJournal of Geotechnical and Geoenvironmental Engineering, 2006
- Three-dimensional analysis of water infiltration into the Gouhou rockfill dam using saturated–unsaturated seepage theoryCanadian Geotechnical Journal, 2006
- Concrete‐Face Rockfill Dam: II. DesignJournal of Geotechnical Engineering, 1987
- Concrete‐Face Rockfill Dam: I. AssessmentJournal of Geotechnical Engineering, 1987