Designing the shape of soil slopes stable during seepage fluctuations in California hillsides

N. B. Ilyinsky, A. R. Kacimov, N. D. Yakimov

نتاج البحث: المساهمة في مجلةArticleمراجعة النظراء

1 اقتباس (Scopus)

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 الأصليةEnglish
الصفحات (من إلى)67-70
عدد الصفحات4
دوريةUnknown Journal
حالة النشرPublished - 1991

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بصمة

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