M. Jahanandish

Numerical Bearing Capacity Prediction of Unsaturated Soils by the Method of Stress Characteristics

Bearing capacity is often calculated for saturated state of the soil, due to its simple and conservative…

Load-deflection Behavior of Strip Footings on Soils by The Zero Extension line Method

The essential elements of the zero extension line method in analyzing the load deflection behavior of st…

Evaluation of Static and Dynamic Bearing Capacity of Strip Foundations by the Zero Extension Line Method

In this paper the zero extension line method has been used for evaluating the static and dynamic bearing…

Assumption of Coaxiality in Solution of Boundary Value Problems in Soil Engineering

Boundary value problems like slope stability, retaining walls and foundations comprise a large part of o…