Effect of Concentrated Loads on Active Soil PressureSoil Mechanics and Foundation Engineering - Tập 51 - Trang 219-226 - 2014
Yu. M. Gutkin
An analytical solution is presented for determination of active soil pressure in the presence of a concentrated load on the free horizontal surface with consideration of its effect on the position of the collapse plane.
An Elastoplastic Constitutive Model for Unsaturated Soils Using the Suction Stress VariableSoil Mechanics and Foundation Engineering - Tập 59 - Trang 23-31 - 2022
Fengxi Zhou, Yanping Shao, Musa Abdallah Ibrahim Ahmed
Based on the principle of effective stress of unsaturated soil expressed by intergranular suction stress combined with experimental data, the critical state lines under different matric suctions are unified into a single straight line. Based on this result, a new unsaturated soil dilatancy equation is proposed. First, combined with orthogonal conditions, the average effective stress and generalize...... hiện toàn bộ