4.1 Results from liquid and plastic limit tests conducted on a soil are given here. Liquid limit tests: Number of blows, N 14 16 20 28 Moisture content (%) 38.4 36.5 33.1 27.0 Plastic limit tests: PL= 13.4% a. Draw the flow curve and obtain the liquid limit. b. What is the plasticity index of the soil? can somone please draw the graph (hand written) using 10 based log scalling (please use the one I'm attachingin the question)

4.1 Results from liquid and plastic limit tests conducted on a soil are given here. Liquid limit tests: Number of blows, N 14 16 20 28 Moisture content (%) 38.4 36.5 33.1 27.0 Plastic limit tests: PL= 13.4% a. Draw the flow curve and obtain the liquid limit. b. What is the plasticity index of the soil? can somone please draw the graph (hand written) using 10 based log scalling (please use the one I'm attachingin the question)

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter6: Hydraulic Conductivity

Section: Chapter Questions

Problem 6.12P

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Concept explainers

Soil Compaction Test

Soil compaction is the major area of geotechnical engineering. Soil is composed of multiple pores present on its surface, while the soil is mainly composed of gravel, sand, rocks, etc. The arrangement of these rocks and gravels is such that they build up voids (spaces) between them, which allows spaces for the roots of the plants and crops to spread and absorb the required amount of nutrients. Soil compaction is a major problem primarily caused by human activities, micro-organisms, and other multiple factors.

Question

Provide solution and graphs handwritten please..

will give like..thanks

4.1
Results from liquid and plastic limit tests conducted on a
soil are given here.
Liquid limit tests:
Number of blows, N
14
16
20
28
Moisture content (%)
38.4
36.5
33.1
27.0
Plastic limit tests: PL = 13.4%
a. Draw the flow curve and obtain the liquid limit.
b. What is the plasticity index of the soil?
can somone please draw the graph (hand written)
using 10 based log scalling
(please use the one I'm attachingin the question)

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Results from a liquid limit test conducted on a soil are given below. a. Determine the liquid limit of the soil. b. If it is known that the PI = 6.5, what would be the plastic limit of the soil? c. Determine the liquidity index of the soil if win situ = 23.8%
Refer to the soil in Problem 4.5. Using the Casagrande plasticity chart, graphically estimate the shrinkage limit of the soil as shown in Figure 4.22. 4.5 The following data were obtained by conducting liquid limit and plastic limit tests on a soil collected from the site. Liquid limit tests: Plastic limit test: PL = 19.3% a. Draw the flow curve and determine the liquid limit. b. Using the Casagrande plasticity chart (Figure 4.21), determine the soil type.
Following results are obtained for a liquid limit test using a fall cone device. Estimate the liquid limit of the soil and the flow index.
Refer to Problem 2.C.1. Results of the sieve analysis for Soils A, B, and C are given below. To obtain a more representative sample for further geotechnical testing, a ternary blend is created by uniformly mixing 8000 kg of each soil. Answer the following questions. a. If a sieve analysis is conducted on the mixture using the same set of sieves as shown above, compute the mass retained (as a percentage) and cumulative percent passing in each sieve. b. What would be the uniformity coefficient (Cu) and the coefficient of gradation (Cc) of the mixture?
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The following data were obtained by conducting liquid limit and plastic limit tests on a soil collected from the site. Liquid limit tests: Plastic limit test: PL = 19.3% a. Draw the flow curve and determine the liquid limit. b. Using the Casagrande plasticity chart (Figure 4.21), determine the soil type.