Nhe data shown below are the results of a liquid limit test done on a sol Moisture Content (%) Cone Penetration (mm) 25 10 30 16 35 22 27 30 38 42 What is the consistency index of the soil if plastic limit is 12 and water content is 27%? Round off to two decimal places.
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Q: What is the consistency index of the soil
A: ####What is the consistency index of the soil ####
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- Classify the soil using AASHTO. The liquid limit and plastic limit are found to be 30 and 20, respectively. The following data are obtained: Percent passing No. 4 sieve: 100% Percent passing No. 10 sieve: 91% Percent passing No. 40 sieve: 60% Percent passing No. 200 sieve: 20%Calculate % Sand using the following values; a. Weight of soil= 50 gb. HR reading at 40 sec.= 25c. Temp at 40 sec= 25 oCd. HR at 2 hrs= 16e. Temp at 2 hrs= 26 oCGEOTECHNICAL ENGINEERING: The resuts of a sieve analysis for a soil sample are given in the table. Cc = 2 and Cu = 6. If the LL and the PL of the soil sample are 20 and 14 respectively, classify the soil according to USCS classification. Sieve Opening (mm) % passing 4.75 95 0.075 65
- Soil lab Particle size distribution (Sieve method)Classify the group name of the soil by USCS using the data given below: Percent passing the #4 sieve 68 Percent passing the #200 sieve 22 Liquid Limit 34 Plastic Limit 17 Group of answer choices a) Poorly graded sand with gravel b) Well-graded sand with gravel c) Silty sand with gravel d) Clayey sand with gravelHI PLEASE HELP. NEED ASAP. COMPLETE SOLUTION. SOIL MECHANICS.A soil excavated from a borrow pit has an in place dry unit weight of 18.51 kN/cu.m. In the lab, the values of dry max and min unit weights are 20.79kN/cu.m and 14.16 kN/cu.m respectively.DETERMINE THE FF: A. Compute the relative density of the soil samplein percent. B.Compute the void ratio in the natural condition if emax=0.921and emin=0.289. C.Compute the specific gravity of the soil.
- the given data shows a sieve analysis of a soil sample. clarrify the soil using aashto method. a.A-3(0) b. A-1-a(0) c. A-2-5(0) d. A-2-4(0) e. A-1-b(0)(1) The moisture content of a clay soil intended for civil work is 22.4 %. The specific gravity of the solid portion of the clay soil is 2.71. Critically analysis the variation of void with degree of saturation and Examine the void ratio, and the dry and wet densities at 50 % saturation on the soil samples (2) A soil to be used for GOIL filing station has been found to have a volume of 14.88 , the total mass of 28.81g and dry mass of 24.83 g. Specific gravity of the solid particles has also been found to be 2.7. As a Civil Engineer discuss the implication of: void ratio and degree of saturation.A soil sample has 98% passing the No. 4 sieve and 74% passing the No. 200 sleve. The LL for the soils 58% and the PI is 30%. Classify the soil according to the USCS. Show step by step solutions.
- A one-dimensional consolidation test was performed on a sample, 0.75-inch high, taken from a field clay layer. During the test, drainage was allowed at the upper and lower boundaries. It took the lab sample 15 minutes to reach 50% consolidation. If the clay layer in the field has the same drainage condition as the lab sample, calculate how many days it will require the 10 feet clay layer to achieve 50% and 90% consolidation.Please i need help to solve this question.. A sample of the soil was taken for oedometer test and the initial thickness of the sample was 19 mm for astress increment of 100 kPa, calculate coefficient of permeability(k), coefficient of compressibility (mv) andcoefficient of consolidation (cv) from the data obtained as following: (hint: use the root time method). Thank you-In this site, SPT test has been used to calculate the properties of soil layers. Mention two other methods that could be used to calculate soil properties and explore two advantages for each method.