| 1 | Soil Investigation for Provn of Deficient Integrated Watch Tower Qty 06 at HQ EAC U AF | Soil exploration by wash boring using 50 mm casing pipe driven into ground, water force under pressure through a hollow drill rod 25 mm dia fitted withchopping bit including collection of disturbed and undisturbed samples at 1 point 5 mtr interval depth of bore hold 7 point 5 mtr to 10 mtr and carrying out all relevant lab test should also covered standard penetration test, total depth of soil investigation should clearly specify the following 06 holes, Introduction, Object of investigation, Scope of Work oblique project detail, Field investigation, Different field area, Lab investigation, Different lab test, Method of computing Safe Bearing Capacity oblique Pile Capacity, Soil profile base log detail, SBC from field test like plate load oblique SPT oblique SCPT, SBC from lab test like Direct Shear, C and O value of soil, SBC from settlement criteria settlement calculation shall be given considering specific structure to be constructed, Dept of foundation for seismic zone V, Final recommendation for SBC, Any suggestion oblique precaution measures for improvement of SBC, Typical calculation for SBC from shear criterion, Site plan for indication field test and sample collection, Bore logs indicating type of soil and classification Cc value, Cv value, field density, Lab test in tubular form, Test result on rock core if core is done on rock, Triaxial, Direct Consolidation test graphs, Typical elastic and consolidation settlement calculation |
