Selection of Ground Improvement Technique for Adjoining Structure near Costal Area

Abstract

Every Civil engineering project have its own unique characteristics. The success of projectbased on Good returns in less financial investment. The engineer must take a determination on how bestto achieve the desired goals required by providing a workable solution for each project encountered. Ifany stage ground Improvement required, it would not be impact any negative. Ground improvement shallhelp positively to make success of project. The results of any ground improvement technique shall begive required safe stable ground, minimum financial impact, less time period and no disturbance toexisting establishment, not additional material need to procure etc.The Marine soil or Soft soil present in approximately 19 hector area near Haji Ali stretch. The main 8 arminterchange are coming in same part. There for heavy foundation required stable ground at least 20.00Tm2 bearing capacity. The required bearing capacity can’t achieve in such critical area. Hence groundimprovement required. After improvement technic mentioning required to confirm the settlement. studythe various construction method adopting for improve the soil or ground. Every method had it’s ownpros and cons, which will help to decide the most suitable method for problematic soil to improve itscapacity. So it can be available to carry each type of civil engineering structures. Selection of methodbased on situation and required results, here are taken case study of Coastal road project. Projectduration and economy also main factor affecting on selection