Type: E 1. (100 points, CLO3) A 1-m dia smooth steel pile is driven 30 m deep at a project site. Refer to the boring log copied below for soil properties. It is assumed that SAND layer after 7-m will continue till 30-m with similar properties. Relate the field information with design properties, Design parameters: K+0.90, FS-2.0. The solution should include the following: given information, required, table for pressure distribution, and step-by-step solution. Use typical values for any missing data. What is the 34.8 design load for this pile? d=som 17 . - 13 $6 2 . . . . 2 . . . 19 5: . . 9. Reference: Foundation Engineering Wayne C. Teng Chapter 1. pp. 1-4 60 1-8. Table FLATIVE OTT OF GRANULAR SOLE Dec 35% esy Compact Very one Loose Media Very dear Relative tensity De O 15% Standard pool 100% 0 4 10 10 tion resistance, 50 No. of bloss por foot (degree) 28 36 41 Unit weight, pol moint 10 submerged -60 55-65 60-70 6-85 > 25 Identification in A Deinforcing Dificult to fold rod can be drive 2" X 4" pushed into soll state with recall slodge hemmet Conversion Factor 11b/ft x0.1571 = Type: E 1. (100 points, CLO3) A 1-m dia smooth steel pile is driven 30 m deep at a project site. Refer to the boring log copied below for soil properties. It is assumed that SAND layer after 7-m will continue till 30-m with similar properties. Relate the field information with design properties, Design parameters: K+0.90, FS-2.0. The solution should include the following: given information, required, table for pressure distribution, and step-by-step solution. Use typical values for any missing data. What is the 34.8 design load for this pile? d=som 17 . - 13 $6 2 . . . . 2 . . . 19 5: . . 9. Reference: Foundation Engineering Wayne C. Teng Chapter 1. pp. 1-4 60 1-8. Table FLATIVE OTT OF GRANULAR SOLE Dec 35% esy Compact Very one Loose Media Very dear Relative tensity De O 15% Standard pool 100% 0 4 10 10 tion resistance, 50 No. of bloss por foot (degree) 28 36 41 Unit weight, pol moint 10 submerged -60 55-65 60-70 6-85 > 25 Identification in A Deinforcing Dificult to fold rod can be drive 2" X 4" pushed into soll state with recall slodge hemmet Conversion Factor 11b/ft x0.1571 =