Abstract
The ultimately stable slopes in the cases of seepage through the earth dam, under the sheet piling, and to the drainage trench are found by the methods of linear differential equations, boundary-value problems, and hodograph of velocity. -Authors
| Original language | English |
|---|---|
| Pages (from-to) | 67-70 |
| Number of pages | 4 |
| Journal | Unknown Journal |
| Publication status | Published - 1991 |
ASJC Scopus subject areas
- Environmental Science(all)
- Earth and Planetary Sciences(all)