Seepage analysis based on boundary-fitted coordinate transformation method
By Y. Jie, Guanzhou Jie, Z. Mao, Guang-xin Li. 2004
57 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Safety, Risk, Reliability and Quality
View Paper: https://www.semanticscholar.org/paper/be8ad6a3e046b76eb2542afa7c34f8dcd75acc80
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Civil and Structural Engineering
In Safety, Risk, Reliability and Quality
Citations in the corpus
- Transient seepage analysis in zoned anisotropic soils based on the scaled boundary finite‐element method (2015, methodology): “[6] presented an FDM based on boundary-fitted coordinate (BFC) to deal with the practical steady seepages in foundation pit and in lock foundation.”
- A practical and efficient numerical scheme for the analysis of steady state unconfined seepage flows (2012, methodology): “[3] presented an FDM based on boundary-fitted coordinate (BFC) to deal with the practical steady seepages in foundation pit and in lock foundation.”
- Unconfined seepage analysis in earth dams using smoothed fixed grid finite element method (2012, methodology): “Finite Difference Method (FDM) [3] and Finite Volume Method (FVM) [4] have also been used in the solution of USPs.”