Question

1. The fine particle of soil in Q4 has 30% Liquid limit and 14% Plastic Limit....

1. The fine particle of soil in Q4 has 30% Liquid limit and 14% Plastic Limit. Classify this soil using USCS soil classification. [ Use Gradation Chart, Plasticity Chart and USCS classifications]

2.Complete the following Table by computing the Plasticity Index (PI) and determining the soil Group Symbol using the A-Line figure

Liquid Limit

Plastic Limit

Plasticity Index

Group Symbol

49

19

70

25

20

15

60

40

40

20

90

30

80

30

30

12

25

19

20

10

Homework Answers

Know the answer?
Your Answer:

Post as a guest

Your Name:

What's your source?

Earn Coins

Coins can be redeemed for fabulous gifts.

Not the answer you're looking for?
Ask your own homework help question
Similar Questions
Questions 1 through 6 are based on a soil with the following properties:      Liquid Limit...
Questions 1 through 6 are based on a soil with the following properties:      Liquid Limit = 30.0%      Plastic Limit = 12.0%      Sieve Analysis: Sieve Size % Passing 3/8” 100% No. 4 75.2% No. 10 60.0% No. 40 40.1% No. 200 16.0% 1.           The fine-grained portion of the soil is:               a. 16.0%               b. 40.1%              c. 84.0%               d. 59.9% 2.           % retained on No. 4 sieve is:               a. 75.2%               b. 60.0%              c. 40.1%               d. 24.8% 3.           The...
A fine-grained soil has a LL = 61; PL = 30. A moisture content test was...
A fine-grained soil has a LL = 61; PL = 30. A moisture content test was performed on a bulk sample and yielded the following data: Mass dry soil + Tare = 71.9g Mass moist soil + Tare = 96.2g Mass Tare = 20.8g Compute the plasticity index, water content, and liquidity index. Classify this soil according to USCS with the data available.
A lab technician finds water content of clay soil test specimen when the two parts of...
A lab technician finds water content of clay soil test specimen when the two parts of soil in Casagrande’s liquid limit test apparatus close at 25 drops to be 55%. The water content of the same soil when he rolls out to 1/8 inch diameter on a glass plate crumbles is 24%. Determine the following: - Liquid Limit - Plastic Limit - Plasticity Index - Classify soil in accordance with Plasticity Chart.
What conclusion can be drawn if a Kaolinite clay soil has a Plastic limit of 15.36,...
What conclusion can be drawn if a Kaolinite clay soil has a Plastic limit of 15.36, the liquid limit of 47.8, plasticity index of 32.44 and natural water content is 11.35? It is also calculated that the liquidity index is -0.1236. This is a result of a lab experiment. Since there is a contradiction between high plasticity of soil but negative liquidity index, so I am so confused about it. Thank you.
Sieve Size Percent Passing 1" 100 3/4" 92 1/2" 78 #4 62 #10 53 #20 46...
Sieve Size Percent Passing 1" 100 3/4" 92 1/2" 78 #4 62 #10 53 #20 46 #40 42 #100 37 #200 30 Liquid Limit 45 Plastic Limit 36 Classify the soil using the Unified Soil Classification System (USCS).  Provide both the description (i.e., Clayey Gravel, sandy Silt, etc) and the two letter USCS classification (i.e., GP, SP, CL, etc)
Classify the following soils by using the Unified soil classification system. Give the group symbols and...
Classify the following soils by using the Unified soil classification system. Give the group symbols and the group names. % passing sieve # 4 = 71 % % passing sieve # 200 = 11% Liquid limit = 32 Plasticity Index = 16 Cc = 2.9 Cu= 4.8
ADVERTISEMENT
Need Online Homework Help?

Get Answers For Free
Most questions answered within 1 hours.

Ask a Question
ADVERTISEMENT