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3.3 ESTABLISHMENT OF A NEED FOR A DEEP FOUNDATION.......................................................................51 3.4 ECONOMIC ASPECTS OF FOUNDATION SELECTION..........54 3.4.1 Foundation Support Cost............................................. 54 3.4.1.1 Cost Optimization Example............................ 55 3.5 OTHER CONSIDERATIONS ..................................................61 3.5.1 Constructability ........................................................... 62 3.5.2 Consideration of Pile Driving Noise ..............................62 3.5.5 Durability Considerations.............................................68 3.6 UNANTICIPATED OCCURRENCES ....................................... 72 3.6.1 Fill Stockpile ............................................................... 73 3.6.2 Adjacent Construction.................................................74 REFERENCES.........................................................................................75 4 SITE CHARACTERIZATION.............................................................79 4.1 INTRODUCTION ................................................................... 79 4.2 SITE CHARACTERIZATION PROGRAM ................................80 4.2.1 Data Collection ........................................................... 80 4.2.2 Field Reconnaissance Survey......................................83 4.2.3 Detailed Field Exploration............................................ 85 4.2.3.1 Geophysical Surveys ....................................85 4.2.3.2 Depth, Spacing, and Frequency of Boring & In-Situ Tests.................................................86 4.2.3.3 Soil Boring Methods ...................................... 88 4.2.3.4 Soil Sampling Methods .................................. 88 4.2.3.5 Rock Exploration Methods (Coring / Drilling) ... 91 4.2.3.6 Groundwater ................................................ 94 4.2.4 Information Required for Construction .......................... 95 REFERENCES.........................................................................................96 5 GEOMATERIAL DESIGN PARAMETERS AND GEOTECHNICAL REPORTS....................................................................................... 99 5.1 IN-SITU SOIL TESTING.........................................................99 5.1.1 Standard Penetration Test......................................... 102 5.1.2 Cone Penetration Test .............................................. 109 5.1.3 Vane Shear Test....................................................... 112 5.1.4 Other In-Situ Tests.................................................... 113 5.1.4.1 Dilatometer Test ......................................... 114 5.1.4.2 Pressuremeter Tests................................... 114 5.1.4.3 Dynamic Cone ............................................ 114 5.2 SOIL PARAMETERS ........................................................... 115 iiPDF Image | Design and Construction of Driven Pile Foundations
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