O B. 245 %, 0.872 , 6.75; respectively. O C. 345 %, 0.072 , 5.75; respectively O D. 355 %, 0.0072 , 5.77; respectively. QUESTION 7 Given: - Total Mass = 18.18 kg - Total Volume 0.009 m3 -Dry Mass = 16.13 kg -Specific Gravity of Solids 2.7 %3D %3D %3D Find: -Water Content and volume of air. Then choose the correct answers.

Answered: Image /qna-images/answer/fd190400-769e-424d-a417-3f2253e10491.jpg

Answered: O B. 245 %, 0.872 , 6.75; respectively. O C. 345 %, 0.072 , 5.75; respectively O D. 355 %, 0.0072 , 5.77; respectively. QUESTION 7 Given: - Total Mass = 18.18…

Structural Analysis

6th Edition

ISBN: 9781337630931

Author: KASSIMALI, Aslam.

Publisher: Cengage,

See similar textbooks

Concept explainers

Pricing Excavation and Backfill

Backfill, in construction, is the activity of returning the soil and gravel that are removed during building construction or using them again to toughen and support the foundation of the building or any other structural component.

Question

A fine-grained soil has a liquid limit of 400% and a plastic limit of 55%. The natural water content of the soil in the field is 80% and the clay content
is 60%. The plasticity index, the liquidity index, and the activity are
O A. 344 %, 0.079 , 5.65; respectively
O B. 245 %, 0.872 , 6.75; respectively.
O C. 345 %, 0.072 , 5.75; respectively.
O D. 355 %, 0.0072 , 5.77; respectively.
QUESTION 7
Given:
- Total Mass = 18.18 kg
-Total Volume = 0.009 m3
-Dry Mass = 16.13 kg
-Specific Gravity of Solids 2.7
%3D
%3D
Find:
-Water Content and volume of air.
Then choose the correct answers.
O A. W.C = 12.7 % and Va = 0.00098 m3
O B. W.C = 11.7 % and Va = 0.00898 m3
O C. W.C = 12.0 % and Va = 0.00998 m3
O D. W.C = 10.7 % and Va = 0.000098 m3

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

See solution Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step by stepSolved in 2 steps with 2 images

See solution

Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Following is the result from the liquid limit test for a soil. y=-18.67In(x) + 111.39 60 55 50 45 40 35 1 10 100 Number of drops Determine the Liquid Limit. Please round to the nearest hundredth (i.e., 0.01). LL = Water content (%)
Determined and fil-up the unknown data of the given table. Physical Properties Mix Design Specific Dry-rodded Materials Fineness Estimated Absolute gravity weight ft3 Absorption modulus Ib/yd3 Ib/yd3 (SSD) Ib/ft3 Cement 3.15 ? ? Sand 2.64 0.7 2.72 11/2 62.4 Ib/ft Gravel 2.67 0.5 100.5 Water ? Vol. of entrapped air w/C = ? GIVEN: Specification Requirements compressive strength, psi 4000 Slump, in. 3 4

Recommended textbooks for you

Structural Analysis
Civil Engineering
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:Cengage,
Structural Analysis (10th Edition)
Civil Engineering
ISBN:9780134610672
Author:Russell C. Hibbeler
Publisher:PEARSON
Principles of Foundation Engineering (MindTap Cou...
Civil Engineering
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Cengage Learning
Fundamentals of Structural Analysis
Civil Engineering
ISBN:9780073398006
Author:Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:McGraw-Hill Education
Sustainable Energy
Civil Engineering
ISBN:9781337551663
Author:DUNLAP, Richard A.
Publisher:Cengage,
Traffic and Highway Engineering
Civil Engineering
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Cengage Learning