Since there are some equations, I preferred a handwritten note. Results are tabulated in the answer for your easier understanding. Hope that it is clear for you and it really helped you.
In case of any doubt, please feel free to ask in the comment section. Thank you.
Please solve as fast as possible 1. Using the attached borehole data and the table given...
Using boring log data to determine soil properties ( ϕ’,c,γ) for each soil layers (interpolation may be needed) BORING LOG: BH-1 SHEET 1 o 1 PROJECT CONTRACTOR DRILLER: INSPECTOR: PROJECT CUIENT CUENT PROJECT COORDINATESN RIG TYPE DRILLING METHOD HAMMER TYPE SURFACE ELEV: 781.5 TOTAL DEPTH: 23 REF ALIGNMENT STATION OFFSET LOCATION: Tucson COMMENTS TIME TIME START DATE: FINISH DATE: cu L.D. O.D. Length Hammer WT Hammer Fall 622.75 N Drill Rod Size I.D. 1O.D.) BLOWS 762mm SOIL SAMPLE VISUAL MATERIAL...
PLEASE FILL IN THE TABLE AND SHOW SAMPLE CALCULATIONS, thank you(: 3. In order to support a structural load of q 500 kPa, a raft B1 B2 measuring 12.2 m x 24.4 m in plan, is to be founded on detected at the depth of 10.0m. Five boreholes have been24.4m drilled on-site and SPT tests have been carried out at the depths shown. Water table is at 2.0 m. » B3 B4. a) Determine the minimum depth of required 12.2m...
Please solve each and explain process and equations 5. (30) Define allowable bearing capacity of a circular foundation of a radius 2R-18 ft using the Terzaghi's bearing capacity equation for a general failure, if the water table were at and below the elevation of the bottom of the foundation. A factor of safety is 2.2. Qall 6 ft SAND φ =36 0 e007 2R 16 ft> 16 ft CLAY 18 ft : 0.5 еой 0.8 Y sat 135 pcf ROCK...