Q5: A 50m *30m site has 1 m thick layer of organic soil, to be replaced with granular fill (Gs=2.6) with 21%fines and 31% oversized particles (Gos= 2.60 and wsSD = 1.9%). The site is prepared for 10-story buildingwith a parking lot. Standard Proctor tests are performed on the fill material without oversized particles,and the test results are shown below.Yd.Compaction testMoisture content (%)Wet unit weight (kN/m³)8.81610.618.112.719.414.718.716.616.91) What are the key performance parameters?2) Determine the parameters needed for field compaction.3) If the average productivity of a single compactor is 30 m³/hr, how many days are need to finish thecompaction work, assuming 8 working hours per day?

The proctor compaction test is the test carried out on the soil samples to arrive the maximum dry…

Q5: A 50m *30m site has 1 m thick layer of organic soil, to be replaced with granular fill (G=2.6) with 21% fines and 31% oversized particles (Gos= 2.60 and wsSD = 1.9%). The site is prepared for 10-story building with a parking lot. Standard Proctor tests are performed on the fill material without oversized particles, and the test results are shown below. Yd. za Compaction test

Q5: A 50m *30m site has 1 m thick layer of organic soil, to be replaced with granular fill (G=2.6) with 21% fines and 31% oversized particles (Gos= 2.60 and wsSD = 1.9%). The site is prepared for 10-story building with a parking lot. Standard Proctor tests are performed on the fill material without oversized particles, and the test results are shown below. Yd. za Compaction test

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 5-lb soil sample was taken from a fill. The volume of the hole from which the sample was taken was 0.044ft cubed. The sample weighed 4.4lb after oven drying. It was determined that the specific gravity of the soil was 2.65. Compute fill void ratio.
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