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The distribution of vertical load in piles is consists of two parts. One part is due to friction, The soil exploration is done by the different methods. 1 From straight line portion of curve ( see Fig. · 2 Calculate the corrected settlement for different load incrementby equation (2). View IS 2911(PART 4)-2013.pdf from CIVIL ENGI NEERIN at Thiagarajar College. ed by Book Supply Bureau Under the License from BIS for INDIAN INSTITUTE OF 1.1 This standard (Part 4) covers the load test on all types of piles covered in IS : 2911 (Part 1/Sec 1)-1979†, IS : 2911 (Part 1/Sec 2)-1979‡,. IS : 2911 ( IS:2911 (Part4)-1985 Indian Standard CODE OF PRACTICE FOR DESIGN AND CONSTRUCTION OF PILE FOUNDATIONS PART 4 LOAD TEST ON PILES (First Revision) FourthIS : 2911 ( Part III ) -1980 Indian Standard CODE OF PRACTICE FOR DESIGN AND CONSTRUCTION OF PILE FOUNDATIONS PART Ill UNDER-REAMED PILES. All or to twice [he estimated salc load. standards are subject to revision and parties to agrecmcnts based on [his standard are encouraged to 3.10 Load Bearing PILE FOUNDATION DESIGN AS PER IS 2911--2010. The pile code consists of four parts. They are Part 1:Concrete piles Part 2: Timber. ( Second Revision). 1 SCOPE 1.1 This standard (Part 4) covers the load test on all types of piles covered in IS 2911 (Part l/Sec 1), IS 2911. IS No. Separate test piles shall be installed for different type (mode) of loadings (namely, vertical, lateral and pull-out). Initial pile load tests shall preferably