3. A soil boring was drilled in a multi-layered deposit, as shown in the boring log...
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...
Referring to below borehole log. Referring specifically to information provided on the borehole log- Would this borehole lend itself to standard methods of construction for a large wastewater treatment plant? What geotechnical aspects might you need to consider during design and construction phases? [20 Figure 2 Borehole log Holst Soil Engineering Limited Borehole No BOREHOLE LOG Location. Davyhulse Sewage Worke. ST 79 NE - 287 Sheet 1 of 2 5253 964.95 Ground Level 20.23 A.0.D. Contract No . 3256 Client...
CLASSIFICATION SHEAR STRENGTH LOCATION: See Plate 2 COORDINATES: N 29.499981 W 95.262789 Triaxial VaneMinisture VaneA SURFACE EL: No | |の KIPS PER SQ FT STRATUM DESCRIPTION 05 1.0 15 2.0 25 SILTY CLAY, firm to stiff, dark gray 25 39 13 26 with calcareous nodules, 2 to 6 gray and tan below3 stiff, with sand pockets and ferrous nodules below 22 55 12 43 20 109 8.0 SANDY SILT, medium dense, gray and tan with sand pockets and ferrous nodules...
1. A 12-story residential apartment is about to be built. The site investigate has been completed and the soil strata information is provided. The area of the footprint of the building is 100 x200 ft2 and the height of the building is 180 ft. The estimated vertical dead load of each story is 1000 kips and vertical live load is 15 psf. Based on the FEMA database, the building may be subjected to category S hurricane. a. Please design drilled...
Please see picture below for question #1, parts a-d. Do you agree with my answers ? a. 25 borings seems like enough for a 100' x 100' building, that's 4 every 25ft. b. Borings are only 20 feet, I feel like this should be deeper for a 3-story building on poor soil. I would bore to 40ft. c. If the number or depth of borings seem inadequate, as does the depth of the borings, I'd have them done to a...
Question 2 The soil profile at a level site consists of a 3-m thick layer of sandy clay, overlaying an 8-m thick layer of loose sand, overlaying stiff gravelly clays that extend to depths greater than 20 m. The water table is at a depth of 2 m and the ground water is initially hydrostatic. The total unit weight of the upper sandy clay, above or below the water table, is 18 kN/m3. The total unit weight of the loose...
Please I need help to solve these problems PROBLEMS 1. Figure 9.18 is representative of soil conditions at a construction site. If you are the con- tractor, select a dewatering method you would consider appropriate for each of the projects described below. Consider the information given in this chapter, earlier chapters and any be built and operated. Justify clearly any assumptions you make. Discuss what difficulties other information that may be appropriate. Describe in detail how your sy stem would...