Improvement Of Bearing Capacity Of Sandy Soil By Grouting

67 pages Chapters 5 ID: CVE0034

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Project Details

DepartmentCivil Engineering
TypeProject
Pages67
Chapters5
MethodologyScientific Method
Reference StyleYES
FormatMS Word & PDF
Reference No.CVE0034

Abstract

CHAPTER ONE   1.0  INTRODUCTION The construction of structure on weak ground often requires the soil to be improved in order to ensure the safety and the stability of surrounding buildings. The ground improvement in granular soils can be achieved by different methods such as vibro-floatation, compaction piles, and compaction with explosives, excavation and replacement, grouting e.t.c. The selective of the most suitable method depend on a variety of factors, such as: soil conditions, required degree of compaction, types of structure to be supported, as well as site specific considerations avail…

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