subject
Engineering, 24.04.2020 22:32 apolloplays10

Natural water contents (i. e., the water content for the in-situ soil) and Atterberg limits were determined for the following fine-grained soils. Determine their classifications according to the Unified Soil Classification System and compute their liquidity indices (LI) for their in-situ condition.
i. Natural water content = 22%, Liquid Limit = 17, Plastic Limit = 11.
ii. Natural water content = 14%, Liquid Limit = 35, Plastic Limit = 18.
iii. Natural water content = 52%, Liquid Limit = 60, Plastic Limit = 28.
iv. Natural water content = 72%, Liquid Limit = 28, Plastic Limit = Non-Plastic.

ansver
Answers: 1

Another question on Engineering

question
Engineering, 04.07.2019 18:10
The higher the astm grain size number, the finer the gran is. a)-true b)-false
Answers: 2
question
Engineering, 04.07.2019 18:20
Steam enters a converging nozzle at 3.0 mpa and 500°c with a at 1.8 mpa. for a nozzle exit area of 32 cm2, determine the exit velocity, mass flow rate, and exit mach number if the nozzle: negligible velocity, and it exits (a) is isentropic (b) has an efficiency of 94 percent
Answers: 2
question
Engineering, 04.07.2019 18:20
For a gate width of 2 m into the paper, determine the force required to hold the gate abc at its location.
Answers: 1
question
Engineering, 04.07.2019 19:20
Amass-spring-viscous damper system of mass 3 kg has a frequency of 100 rad/s and is critically damped. its initial conditions are x(0)-3 mm and (0)-2.3 m/s. does the system overshoot its equilibrium position? prove your answer
Answers: 1
You know the right answer?
Natural water contents (i. e., the water content for the in-situ soil) and Atterberg limits were det...
Questions
question
Mathematics, 02.02.2021 18:00
question
English, 02.02.2021 18:00
question
Mathematics, 02.02.2021 18:00
question
Computers and Technology, 02.02.2021 18:00
question
English, 02.02.2021 18:00