SOIL STRUCTURE INTERACTION AND STRUCTURAL RESPONSE USING DYNAMIC TEST SYSTEM

SOIL STRUCTURE INTERACTION AND STRUCTURAL RESPONSE USING DYNAMIC TEST SYSTEM

Mr . Baala Dinesh , M.E.

Assistant Professor, Dept of Civil Engineering

Adhiyamaan College of Engineering(Autonomous)

Hosur, India

Keerthan N

Department of civil Engineering

Adhiyamaan College of Engineering (Autonomous)

Hosur, India

INTRODUCTION

Reducing the accessibility of real building sites has contributed to an expansion in the usage of smaller areas, in which the bearing limit of the fundamental sediments is exceedingly limited. The conventional strategy would be to get a deep and exclusive base for these weak stores. There is a necessity to create real-world provisions that have made ground improvement a significant exploration area. The settlement of shallow foundations and bearing capacity as a cost-effective foundation system. The foundation beds are laid on the thin soil in low-lying, poorly-drained soil. The resulting improved granulated layer decreases the settlements by providing a better pressure distribution and strengthening the performance to bear the underlying weak soil’s load. To support shallow foundations, the use of reinforced soils has received considerable attention during the past 35 years. Various researchers have expanded knowledge of strengthened soil’s support possible benefits on bearing capacity, shallow base settlement, and failure mechanisms. Several empirical and experimental experiments have been shown to test the bearing ability of strengthened soil footings.