تحكيم دو بعدي خاك غير اشباع تحت بارگذاري وابسته به زمان و شرايط مرزي تقريبا نفوذپذير, By Amin Keshavarz

Research

Title	Two dimensional consolidation of unsaturated soil under time-dependent loading and partially permeable boundary conditions
Type	Thesis
Keywords	خاك غير اشباع، روش ديفرانسيل كوادريچر، تحكيم دو بعدي، پي هاي دايرهاي و نواري، مرز زهكشي تقريبا نفوذ پذير، بارگذاري وابسته به زمان
Researchers	fatemeh esmaeili (Student) , Amin Keshavarz (Primary advisor) , Abdoreza Fazeli (Advisor)

Abstract

The majority of soils found in nature are unsaturated and their properties are incompatible with saturated soils. Therefore, predicting the behavior of these soils is of great importance. In this study, the consolidation of unsaturated soil under time-dependent loading and nearly impermeable boundary conditions in plane strain and axisymmetric conditions (in strip, circular, and ring footings) was investigated using the differential quadrature method.