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Adani Kandla Bulk Terminal Pvt. Ltd 15 mm 2 mm 25 mm 18 mm FUGRO GEOTECH PVT. LTD. ADANI KANDLA BULK TERMINAL PVT. LTD. SUB-SOIL INVESTIGATION FOR JETTY & APPROACH TRESTLE FOR DRY BULK TERMINAL AT TUNA, KANDLA INDIA FINAL REPORT REPORT NO: FGTL/AKBTPL/ED/452/12/REV-4 FEBRUARY 06, 2013 FUGRO GEOTECH PVT. LTD. ADANI KANDLA BULK TERMINAL PVT. LTD. SUB-SOIL INVESTIGATION FOR JETTY & APPROACH TRESTLE FOR DRY BULK TERMINAL AT TUNA, KANDLA FINAL REPORT Report No. : FGTL/AKBTPL/ED/452/12/Rev-4 December 2012 REPORT ISSUE STATUS Report Date Report Status Checked Approved Issue No. <00> December 12, 2012 Report ISH ISH / SJ <01> December 19, 2012 Report ISH ISH / SJ <02> January 11, 2013 Report ISH ISH / SJ <03> February 02, 2013 Draft Final Report ISH ISH / SJ <04> February 06, 2013 Final Report ISH ISH / SJ Client: Geotechnical Contractor: ADANI KANDLA BULK TERMINAL PVT. LTD. FUGRO GEOTECH PVT. LTD. PMC House, Fugro Onshore Geotechnics Nr Mithakhali Circle, Plot No.51, Navrangpura, Sector-6, Sanpada, Ahmedabad 380 009 Navi Mumbai – 400 705 Gujarat (India) Maharashtra (India) FUGRO GEOTECH PVT. LTD. TABLE OF CONTENTS TABLE OF CONTENTS ....................................................................................................................... 4 LIST OF TABLES ................................................................................................................................. 5 LIST OF ILLUSTRATIONS ................................................................................................................... 6 APPENDICES ...................................................................................................................................... 7 1.0 INTRODUCTION ...................................................................................................................... 8 2.0 SCOPE OF WORK ................................................................................................................... 9 3.0 FIELD INVESTIGATION ........................................................................................................ 10 3.1 Borehole Positioning .............................................................................................................. 10 3.2 Positioning of Modular Jack-up Barge System ...................................................................... 11 3.3 Boring / Drilling ....................................................................................................................... 11 3.4 Standard Penetration Tests .................................................................................................... 12 4.0 LABORATORY TESTING ...................................................................................................... 13 5.0 SITE CONDITIONS ................................................................................................................ 14 5.1 Information on the Project Area .............................................................................................. 14 5.2 Geo-technology of the Site ..................................................................................................... 14 5.2.1 Geotechnical Design Parameters ........................................................................................... 14 6.0 ENGINEERING DISCUSSIONS AND FOUNDATION RECOMMENDATIONS .................... 16 6.1 Basis of the Foundation Selection – Engineering Discussions .............................................. 16 6.2 Pile Foundation Recommendations ....................................................................................... 16 6.2.1 Piles in Hard Rock .................................................................................................................. 16 6.2.2 Piles in Weathered/Soft Rock ................................................................................................. 16 7.0 REFERENCES ....................................................................................................................... 18 7.1 List of Standard Codes ....................................................................................................... 18 7.2 List of Specifications / Documents and Drawings .............................................................. 18 7.3 Standard Textbook References .......................................................................................... 18 8.0 CONCLUSION ........................................................................................................................ 19 Fugro Report No.: FGTL/AKBTPL/ED/452/12/REV-4 4 FUGRO GEOTECH PVT. LTD. LIST OF TABLES Table 1 Summary of the field activities completed for the project ...................................................... 10 Table 2 Summary of the laboratory test carried out on soil and rock samples .................................. 13 Table 3 Generalized Sub-Seabed Profile adopted for the project ..................................................... 15 Fugro Report No.: FGTL/AKBTPL/ED/452/12/REV-4 5 FUGRO GEOTECH PVT. LTD. LIST OF ILLUSTRATIONS Plates Vicinity Map ..................................................................................................................................... 1 Generalized Subsurface Profile, A-A’ ............................................................................................ 2 Generalized Subsurface Profile, B-B’ ............................................................................................ 3 Plasticity Chart............................................................................................................................... 4 Fugro Report No.: FGTL/AKBTPL/ED/452/12/REV-4 6 FUGRO GEOTECH PVT. LTD. APPENDICES APPENDIX A – BORING LOGS .............................................................................. Appendix A APPENDIX B – LABORATORY TEST RESULTS Summary of Soil Test Results ............................................................................ Appendix B1 Summary of Rock Test Results ........................................................................... Appendix B2 APPENDIX C – LABORATORY TEST REPORTS Reports of Grain Size Analysis .......................................................................... Appendix C1 Reports of Atterberg’s Limit Test ........................................................................ Appendix C2 Reports of Unconsolidated Undrained Triaxial Test .......................................... Appendix C3 Reports of Unconfined Compressive Strength Test ........................................... Appendix C4 Reports of Laboratory Vane Shear Test ............................................................ Appendix C5 Reports of Direct Shear Test .............................................................................. Appendix C6 Reports of Rock Modulus of Elasticity Test ....................................................... Appendix C7 Fugro Report No.: FGTL/AKBTPL/ED/452/12/REV-4 7 FUGRO GEOTECH PVT. LTD. 1.0 INTRODUCTION Adani Ports and SEZ Limited (APSEZL) desires that detailed off-shore geotechnical investigation be carried out in proposed Dry Bulk Terminal Location in Tuna, Kandla, in proposed jetty location and along the approach trestle and rock bund, to provide the designer with sufficiently accurate information, both general and specific, about the substrata profile and relevant soil and rock parameters at site on the basis of which the foundations for various structures and equipments can be designed rationally. APSEZL has signed a concession agreement with Kandla Port Trust for developing of a Dry Bulk Terminal off Tekra near Tuna outside Kandla creek at Kandla Port on BOT Basis. APSEZL has formed a wholly owned subsidiary named Adani Kandla Bulk Terminal Pvt. Ltd. (AKBTPL) for the development of the terminal. AKBTPL [hereafter “Client”] of Ahmedabad (Gujarat), India have contracted Fugro Geotech Pvt. Ltd. (FGTL) [hereinafter “Fugro”], of Navi Mumbai (Maharashtra), India to perform near shore soil investigation work for the jetty and approach trestle at Tuna, Kandla vide Service Order No: 5700079294 dated 02.10.2012. The project consists of development of the off-shore berthing structure with allied facilities for handling dry bulk cargo. All the geotechnical investigation works were carried out according to relevant Indian, British and American or equivalent Standards. This report describes the factual field and laboratory data obtained through the geotechnical investigation campaign in accordance with the requirements of the technical specifications. This report also discusses about the foundation recommendations for the proposed marine construction, all as per the requirement of technical specification. Fugro Report No.: FGTL/AKBTPL/ED/452/12/REV-4 8 FUGRO GEOTECH PVT. LTD. 2.0 SCOPE OF WORK The scope of works for the geotechnical investigation is to perform a total of ten (10-nos) boreholes at proposed jetty head locations, along approach trestle and rock bund locations. The work entails carrying out a campaign of sub-soil investigation work includes following; • Mobilization of machinery and manpower along with the Jackup “Fugro GANGA”, mounted with hydraulic drill rig, water pump, testing tools, accessories, power pack, store house, PCPT set etc. to carry out marine boreholes and in-situ tests • Survey and precise positioning of the borehole locations using Leica 420MX DGPS. • Floating out and shifting of the jack up barge from one borehole location to other using tug boat. • Sinking of 10 numbers of marine boreholes at specified
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