ملخص
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
اللغة الأصلية | English |
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الصفحات (من إلى) | 67-70 |
عدد الصفحات | 4 |
دورية | Unknown Journal |
حالة النشر | Published - 1991 |
ASJC Scopus subject areas
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- ???subjectarea.asjc.1900.1900???