5.4 Classify the following soils by using the Unified soil classification system. Give the group symbols and the group names. Sleve analysis- Percent finer Liquld limit Plasticity Index C. Soll No. 4 No. 200 C. 70 30 33 21 2 48 20 41 22 95 70 52 28 4 100 82 30 19 5 100 74 35 21 6 87 26 38 18 7 88 78 69 38 8 99 57 54 26 (table continues on next page) Sleve analysis- Percent finer No. 4 Liquid Plasticty limit Index C. Soll No. 200 71 11 32 16 4.8 2.9 10 11 100 NP 21 7.2 2.2 89 65 44 12 90 39 31 3.9 2.1

5.4 Classify the following soils by using the Unified soil classification system. Give the group symbols and the group names. Sleve analysis- Percent finer Liquld limit Plasticity Index C. Soll No. 4 No. 200 C. 70 30 33 21 2 48 20 41 22 95 70 52 28 4 100 82 30 19 5 100 74 35 21 6 87 26 38 18 7 88 78 69 38 8 99 57 54 26 (table continues on next page) Sleve analysis- Percent finer No. 4 Liquid Plasticty limit Index C. Soll No. 200 71 11 32 16 4.8 2.9 10 11 100 NP 21 7.2 2.2 89 65 44 12 90 39 31 3.9 2.1

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

The solutions and answers should have minimum of 3 decimals for linear measurements and should be in Degree-Minute-Seconds (2 decimals for seconds) for angular measurement, if not whole number. An engineer is tasked to measure a whole line multiple time. Since the length of the line is significantly longer than the steel tape, the engineer decided to measure the line in three segments. First, the engineer measures a 50m known line using the steel tape and find out that the tape is too long with the observation having only 49.2m. With these values, the correction factor of ???? = 50? − 49.2?. After determining such corrections for future calibration, the engineer measured each segments. The following are the observations: 1st Segment: 46.2m, 46.3m, 46.5m; 2nd Segment: 48.3m, 48.2m, 48.1m; 3rd Segment: 32.3m, 32.6m, 32.4m. Determine the complete expression of the most probable value (together with probable error) of the line.
In the discipline of civil engineering, a list of surveying instruments is employed. Describe each instrument, including its applications, benefits, and drawbacks.
Q1) Calculate the number of aviation lines if you know that the dimensions of the area 30 x 30 km and the scale 1:20000 and the dimensions of the negative board 25 x 25 cm and side overlap 30%.
Question 4 Discuss the latest technology in levelling surveying (other than automatic level) that can be used to perform precise height measurement for construction, setting out and monitoring surveying.
Pls organize answers and box
Determine the x- and y-coordinates of the centroid of the shaded area shown. 3", 3" 5" 2.00" 2.00" 10" 3" B. 3" 10" 5" Answers: = in. y = in.
the answer choices are given in the picture.... the answers provided are not even options from the picture
I will rate your answer immediately
Referring to figure below, a site has been identified for the construction of a basement parking. The spot height levels (in meter) were measured at the intersection of the grid lines of distant 20m x 25m each and the measured data are shown in the figure below. Determine the total volume of ground to be cut or filled of the platform level if the ground is fixed at 20.00m. Using Grid formula
In your own words, Explain the usage of hazard map. Write it in essay form.
Please make your own question about horizontal and vertical angles (surverying) and solve it on your own. Make it original. Do not send the same answers if you see this question again, make another one. Thank you. I'll upvote.Please make your own question about horizontal distance (surverying) and solve it on your own. Make it original. Do not send the same answers if you see this question again, make another one. Thank you. I'll upvote.
fundamentals in surveying Atlease 2-3 sentences Make an outline research and illustrations to the different hand signals used in relation to surveying. Provide a brief description in each hand signals. all of the hand signals