Question 5 Based on the information in the following borehole log, provide information about (a) Undrained Vane shear st

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Question 5 Based On The Information In The Following Borehole Log Provide Information About A Undrained Vane Shear St 1 (697.92 KiB) Viewed 8 times

Question 5 Based on the information in the following borehole log, provide information about (a) Undrained Vane shear strength and remolded vane shear strength; (b) Average PI and the soil plasticity; (c) ground water table, Also, describe the general characteristics of the site in your own words. Project/Projet: Project No./ Projet No.: Client: Logged by / Enregistré par: A.G. Reviewed by / Inspecté par. F.A. Date: Depth Lithology 2- 3- 4- 5- 6- 7- 8- 9- 10- 11- 12- DEC. 13, 2016 Grass and organic materiais Stiff Soil Description Sand/Dry/Loose to compact Ottawa, ON Clay/Grey/Moist/very stiff Clay/Grey/Wet Stiff Firm to Stiff End of borehole DRILLING INFORMATION Downing, Truck-Mounted Drill Rig CME 75 Sample type and No. Split Spoon 2-1 24 Split Spoon 2-2 Split Spoon 2-3 Split Spoon 2-4 Split Spoon 2-5 Split Spoon 2-6 Shelby Tube 2-1 0 0 Borehole No. / Forage No.: BH-2 Elevation/Niveau: A Depth/ Profondeur Groundwater depth: Prof. de nappe phréatique: Weather/Météo: Undrained Vane Shear Strength (kPa) 0 150 Remolded Vane Shear Strength (kPa) Atterberg Limits ♦ 150 SPT (N/0.3m) A Pocket Penetrometer (kPa) O 25 11.9 m 4.8 m 200 Sunny.-2 degree Celsius 23 35.3 54.7 87.4 27 65.4 79 28.3 67.2 73.1 Piez./ Water Level m