Help asap A soil sample op saturated clay From consolidatedtest hasa total weight of 1.524 kgand a1.142 kg. the specific gravity OFdry weightthe solid par ticles is 2.76in % (3 decimal places)OFFind the porosity

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Answered: consolidated and a A soil sample op…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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a completely dry sand sample fills a 200 cm 3 metal cylinder and weighs 260 g (Ws), having Ss = 2.6 Calculate e(void ratio), then complete the schematic. (see the picture). I WILL RATE IT.
Please understand question properly and answer correctly.... Question: You suspect that a fine-grained soil sample containskaolinite, illite, and smectite minerals. Describein logical sequence the tests you would doto verify that these clay minerals are present. Indicatethe reasons why you choose these tests andthe criteria for distinguishing among the minerals
A container of volume 2.83 X 10-3 m3 weighs 9.8 N. Dry sand was poured to fill the container. Thecontainer and the sand weigh 52.3 N. Calculate (a) the void ratio and (b) the porosity. Describe thecondition of the soil (loose or dense). Assume Gs. = 2.7
PLS. ANSWER ASAP WITH COMPLETE SOLUTION4 DECIMAL PLACES A saturated sample of clay with a shrinkage limit of 22 has a natural water content of 35%.a. What would its dry volume be as a percentage of its original volume if the specific gravity of soil solids is 2.70?b. What would be the void ratio of the soil in its natural water content?c. What is the dry density of the soil sample?
Can u solve ?(readable) A soil specimen is 38 mm in diameter and 76 mm long, and in its natural conditionweighs 168.0 g. When dried completely in an oven, the specimen weighs 130.5 g. The value ofGs is 2.73. What is the degree of saturation of the specimen?
Calculate % Clay using the following values; a. Weight of soil= 50 g b. HR reading at 40 sec.= 25 c. Temp at 40 sec= 25 oC d. HR at 2 hrs= 16 e. Temp at 2 hrs= 26
Figure 9.35 shows a soil profile. The uniformly distributed load on the ground surface isΔσ. Given: Δσ = 50 kN/m2, H1 = 2.44 m, H2 = 4.57 m, and H3 = 5.18 m. Also,• Sand: γdry = 17.29 kN/m3, γsat = 18.08 kN/m3• Clay: γsat = 18.87 kN/m3, LL = 50, e = 0.9Estimate the primary consolidation settlement ifa. The clay is normally consolidated
A soil specimen is 38 mm in diameter and 76 mm long, and in itsnatural condition weighs 168 g. When dried completely, thespecimen weighs 130.5 g. The value of GS is 2.73. What is thedegree of saturation of the specimen?
Situation 4 - Three samples of loose sand were tested under consolidated undrained (CU) conditions. Test results are given below:Undrained angle of friction = 35°Deviator Stress = 260 kPaPore Water Pressure = 30 kPaDetermine the drained angle of friction in degrees. Round off to three decimal places.
Refer to Figure below. Estimate the primary consolidation settlement in the clay layer. Given: Δσ = 150 kN/m2; H1 = 3 m; H2 = 4 m; and H3= 5 m. Soil characteristics are as follows: • Sand: γdry = 15 kN/m3, γsat = 19 kN/m3 • Clay: LL = 65; e = 0.65; γsat = 18 kN/m3; ; Cs =1/6cc σʹc = 200 kN/m2
The following results of a falling head permeability test. Calculate the permeabilityof the soil sample Diameter of sample: 100 mmDiameter of feeder pipe: 20 mmLength of sample: 500 mmFlow through the sample: 1.3 l/sDistance between tappings: 450 mmHead loss: 1650 mm
From a particle size distribution curve of a sandy soil the following were obtain: Size of particle 0.48 mm percentage finer 60;Size of particle 0.33 mm percentage finer 30,Size of particle 0.21 mm percentage finer 10;Size of particle 0.11 mm percentage finer 5. Classify the soil using USCS. Justify your answer. Oa, SP O b. SM O c. SC O d. SW

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consolidated and a A soil sample op saturated clay From test has a total weight op 1.524 kg OF the solid par ticles is 2.76 in % (3 decimal places) 1.142 kg. the specific gravity oF Find the porosity dry weight