PAYMENT
UNIT – I
INTRODUCTION-BEARING CAPACITY OF FOOTINGS
SUBJECTED TO ECCENTRIC AND INCLINED
LOADING – MEYERHOFF’S, HANSEN’S, VESIC
THEORIES – FOUNDATIONS ON LAYERED
SOILS – ELASTIC SETTLEMENT OF FOOTINGS
EMBEDDED IN SANDS AND CLAYS OF INFINITE
THICKNESS – FOOTINGS ON SOILS OF FINITE
THICKNESS-SCHMERTAMAUNN’S METHOD,
JANBU METHOD