i need the answer quickly 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 wssp = 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.Yo.zaCompaction 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?LA C

The given data is shown below: Size of site=50m×30mDepth=1mGs=2.6Fines=21%Oversized…

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 wssp = 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.zara. Compaction test Moisture content (%) Wet unit weight (kN/m³) 8.8 16 10.6 18.1 12.7 -19.4 14.7 18.7 16.6 16.9 1) 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 the compaction work, assuming 8 working hours per day?

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 wssp = 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.zara. Compaction test Moisture content (%) Wet unit weight (kN/m³) 8.8 16 10.6 18.1 12.7 -19.4 14.7 18.7 16.6 16.9 1) 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 the compaction work, assuming 8 working hours per day?

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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Concept explainers

Asphalt Binders and Mixtures

Asphalt binders are subsidiary products procured during the refining process of petroleum while manufacturing gasoline, diesel, and similar petroleum products. Asphalt binders are obtained from the residue that remains after the distillation of petroleum, this residue is further subjected to steam distillation and oxidation to remove the traces of gas oil present in the residue. Certain additives or modifiers are also added to asphalt binders to alter them to suit different applications.

Question

i need the answer quickly

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 wssp = 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.
Yo.za
Compaction test
Moisture content (%) Wet unit weight (kN/m³)
8.8
16
10.6
18.1
12.7
19.4
14.7
18.7
16.6
16.9
1) 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 the
compaction work, assuming 8 working hours per day?
LA C

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