Discussion on the Calculation of Bearing Capacity for the Double-direction Eccentricity Rectanglar Extended Foundations

Based on the current calculational method of the single-direction eccentricity magnified coefficent,deducing another coefficent metheod of the calculation of bearing capacity for the double-direction eccentricity rectanglar extended foundations by an eccentricity K_(e) corresponding directly to a dimension of extended foundations.Its feasibility is proved by practice. coefficient methed;double-direction eccentricity;extended foundation;bearing capacity of foundation