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Nội dung text Annexure F - Geotech Report.pdf

FINISHED GOODS WAREHOUSE EXTENSION AT ENGRO FOODS PVT. LTD. SAHIWAL GEOTECHNICAL INVESTIGATIONS REPORT August, 2016 TEST TECH PRIVATE LIMITED 9-B NESPAK Housing Society, Phase-II, Canal Bank Road, Lahore-54595-Pakistan Cell: +92-300-4367709, 0345 6877796
FINISHED GOODS WAREHOUSE EXTENSION AT ENGRO FOODS SAHIWAL TABLE OF CONTENTS CHAPTER TITLE PAGE # 1 INTRODUCTION 1 1.1 General 1 1.2 Purpose and Scope of Work 1 2 EXPLORATION METHODOLOGY 3 2.1 Exploratory Borings and Sampling 3 2.2 Laboratory Testing 4 2.3 Discussion on Field and Laboratory Results 4 3 GEOTECHNICAL EVALUATIONS 6 4 FOUNDATIONS DESIGN RECOMMENDATIONS 7 4.1 Foundation Design Requirements 7 4.2 Foundation Design Recommendations 7 4.3 Allowable Bearing Capacity 8 4.4 Evaluation of Subgrade for Roads 9 4.5 Seismicity and Liquefaction Potential 10 4.6 Type of Cement and Protection of Substructure Concrete 10 4.7 Considerations for Machine Foundations 10 4.8 Coefficient of Earth Pressure 11 4.9 Modulus of Subgrade Reaction 11 4.10 Some Constructional Aspects 12 4.11 Climatology 12 5 GENERAL COMMENTS AND LIMITATIONS 13 ILLUSTRATIONS Empirical values for , qu, Dr and unit weight of soil based on SPT Table 1 Summary of Laboratory Test Results Table 2
1 Summary of Chemical Test Results Table 3 Geotechnical Investigation Plan Figure 1 Plots of Liquid Limit and Plasticity Index Data on the Casagrande Plasticity Chart Figure 2 Simplified Subsurface Soil Profiles at the Site Figure 3 Types of Shallow Foundations Figure 4 Allowable Bearing Capacity Curves for Footings Figure 5 APPENDIX-A Symbols & Legends Figure A-1 Boreholes logs Figures A-2 to A-7 APPENDIX-B Particles Size Distribution Curves Direct Shear Tests Unconfined Compression Tests Compaction and CBR Tests

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