Анализ устойчивости непол ностью водонасыщенных глинистых откосов методом конечных элементов Analysis of partially saturated clayey slopes using finite element method

I-HSUAN HO, Sheng Li, Li Ma

Аннотация


Показано, что матричное всасывание, согласно уравнению Бишопа, может увеличивать эффективное напряжение частично водонасыщенных грунтов, вследствие действия отрицательного порового давления воды. Рассмотрены условия устойчивости склонов частично водонасыщенных грунтов с учетом влияния всасывания при различных уровнях водоносного горизонта. Рассматривается роль отрицательного давления поровой воды при анализе устойчивости склона. Приведена модель грунта, учитывающая колебания уровня грунтовых вод и отрицательное поровое давление.

Полный текст статьи опубликован в английской версии журнала
"Soil Mechanics and Foundation Engineering".


Литература


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