Show complete calculations.Use Excel to plot the graph. - Soil Compaction1. A series of Modified Proctor Tests have been perfomed on a soil that has a unit weightof 26,290.8 N/m. The volume and mass of the empty mold are 1/30 ft and 1.970 kg,respectively. The test results obtained are as follows:Moisture Content Test ResultsMass of Can Mass of Can+Moist Mass of Can +(2)Point No. Mass ofCompactedSoil ()Dry Soil (g)Soil+Mold (kg)3.67322.11205.74196.3323.79823.85194.20180.543.92719.74196.24177.923.98320.03187.43165.713.93221.99199.59171.11a. Plot the compaction curve. You are allowed to use spreadsheet program such asMicrosoft excel. Show your sample calculation for Test No. 1 in your asnwer sheet.

Answered: Image /qna-images/answer/da073736-3095-40f4-b6c1-0f670ab10f30.jpg

- Soil Compaction 1. A series of Modified Proctor Tests have been perfomed on a soil that has a unit weight of 26,290.8 N/m2. The volume and mass of the empty mold are 1/30 ft and 1.970 kg, respectively. The test results obtained are as follows: Moisture Content Test Results Mass of Can Mass of Can+Moist Mass of Can + Dry Soil (2) Point No. Mass of Compacted Soil (g) Soil+Mold (kg) 1 3.673 22.11 205.74 196.33 3.798 23.85 194.20 180.54 3.927 19.74 196.24 177.92 3.983 20.03 187.43 165.71 3.932 21.99 199.59 171.11 a. Plot the compaction curve. You are allowed to use spreadsheet program such as Microsoft excel. Show your sample calculation for Test No. 1 in your asnwer sheet.

- Soil Compaction 1. A series of Modified Proctor Tests have been perfomed on a soil that has a unit weight of 26,290.8 N/m2. The volume and mass of the empty mold are 1/30 ft and 1.970 kg, respectively. The test results obtained are as follows: Moisture Content Test Results Mass of Can Mass of Can+Moist Mass of Can + Dry Soil (2) Point No. Mass of Compacted Soil (g) Soil+Mold (kg) 1 3.673 22.11 205.74 196.33 3.798 23.85 194.20 180.54 3.927 19.74 196.24 177.92 3.983 20.03 187.43 165.71 3.932 21.99 199.59 171.11 a. Plot the compaction curve. You are allowed to use spreadsheet program such as Microsoft excel. Show your sample calculation for Test No. 1 in your asnwer sheet.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Q5. Insurance, Bonds and Guarantees With reference to your personal learning on the module, identify new knowledge that you have acquired via the module about the range of measures used to protect parties from risks associated with the performance of a construction contract. Then, to demonstrate your understanding, critically appraise in more detail one of the measures you have identified.
A plan represents an area of 93750 sq.m and measures 6 cm x 6.25 cm. Find out scale of map (plan), and construct a scale which can measure up to 1 m.??? please answer it fast
express each common fraction as a decimal fraction. 5⁄64
Using the section method (the average end area method), determine the required volume of the cuts and fills for a new road. The cuts and fills for each station are shown in Table below. Express your answer in cubic yards. Station 1+00 1+50 2+00 2+50 3+00 3+40 Cut (sf) 340 115 120 80 250 0 Fill (sf) 20 80 100 O 300 400 Complete the table using either Excel or hand calculation and send it to the instructor via Folio email.
express each common fraction as a decimal fraction 7⁄40
Compute the approximate area, in square meters, of a rectangular shaped tract of land whose sides measure 29.67 mm by 64.19 mm on a map drawn to a scale of 1:19,400.
You have just completed 3 projects as detailed in the table below. Calibrate the SIMPLIFIED-COCOMO model provided in the unit materials and predict the duration of a project with 38,000 lines of code. Project Person Months LOC 1 1.8 16,000 2 1.3 12,000 3 1.7 16,000 Answer:
Given the following charts, calculate the LOB quantities forJuly 1. What are these charts called?
How do bottom-up and top-down estimating methods work different from each other?
2) The circumference of a circle is 407. Its area is
There are two types of estimates: consistency and biasedness point estimate and interval estimates consistency and interval estimates confidence estimate and interval estimates
The difference between an interval scale and a ratio scale is that the interval scale has an absolute zero. the interval scale is more reliable. the ratio scale has an absolute zero. both scales are nominal variables.