Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN: 9781305635180
Author: Braja M. Das, Nagaratnam Sivakugan
Publisher: Cengage Learning
expand_more
expand_more
format_list_bulleted
Concept explainers
Question
Chapter 4, Problem 4.5P
To determine
Describe the soils A, B, C, and D and give their USCS symbols.
Expert Solution & Answer
Trending nowThis is a popular solution!
Students have asked these similar questions
A soil sample has the following size distribution;
4 to 2mm = 17%,
2 to 0.05 mm = 12%,
0.5 to 0.005 mm = 22%
0.005 to 0.002 mm = 10%
<0.002 mm = 39%
what are the percentages of clay, silt, and sand? Using USDA calssification what is the modifier and tetural classification
Yiren was given a soil sample which yields the following passing percentage for different sieves.
What will be this soil's resulting group index?
Follow rules provided by AASHTO
Assess the suitability of the following soils A, B, C, and D as backfill material invibroflotation.
Soil A
Soil B
Soil C
Soil D
D10 (mm)
0.2
0.08
0.01
1.1
D20 (mm)
0.6
0.13
0.05
1.9
D50 (mm)
1.5
0.45
0.15
6.0
To which soil groups do these four soils possibly belong?
Chapter 4 Solutions
Fundamentals of Geotechnical Engineering (MindTap Course List)
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
- For soils that are classified by the following USCS symbols, what would be the most likely AASHTO symbols? (Reference: Liu, 1970) Gravels: GW, GP, GM, GC Sands: SW, SP, SM, SC Fines: ML, CL, MH, CHarrow_forwardRedo Problem 2.7 according to the USDA system (Table 2.3). 2.7 The particle characteristics of a soil are given below. Draw the particle-size distribution curve and find the percentages of gravel, sand, silt, and clay according to the MIT system (Table 2.3).arrow_forwardRedo Problem 2.7 according to the AASHTO system (Table 2.3). 2.7 The particle characteristics of a soil are given below. Draw the particle-size distribution curve and find the percentages of gravel, sand, silt, and clay according to the MIT system (Table 2.3).arrow_forward
- Repeat Problem 2.11 with the following data. 2.11 The grain-size characteristics of a soil are given in the following table. a. Draw the grain-size distribution curve. b. Determine the percentages of gravel, sand, silt, and clay according to the MIT system. c. Repeat Part b using the USDA system. d. Repeat Part b using the AASHTO system.arrow_forwardRepeat Problem 2.8 using the following data. 2.8 The following are the results of a sieve and hydrometer analysis. a. Draw the grain-size distribution curve. b. Determine the percentages of gravel, sand, silt and clay according to the MIT system. c. Repeat Part b according to the USDA system. d. Repeat Part b according to the AASHTO system.arrow_forwardFrom the grain size distribution (GSD) curves in Figure 1, identify the soil that will cause a problem during the construction works and describe the type of problem that may happen and the effect to the infrastructure put on itarrow_forward
- 12. Situation 12 - The given data shows the sieve analysis of three soil samples. a. Compute for the group index of Soil B. b Compute for the group index of Soil A. c. Compute for the group index of Soil Carrow_forwardRepeat Problem 2.4 with the following data. 2.4 The following are the results of a sieve analysis. a. Determine the percent finer than each sieve and plot a grain-size distribution curve. b. Determine D10, D30, and D60 for each soil. c. Calculate the uniformity coefficient Cu. d. Calculate the coefficient of gradation Cc.arrow_forwardDefine a note on Stress distribution in soils ?arrow_forward
- How to determine the optimum water content and the corresponding maximum dry unit weight of the soil using graph in Excel?arrow_forwardHow would pressure on rrban soils differ from those in agricultural areas?arrow_forwardProvide your own perspective as to why soil volatilization calculations are prone to error and/or why in many cases these calculations yield only order-of-magnitude estimations of volatilization rates. Support your answer by indicating and briefly explaining at least two reasons why these models or calculations are still considered necessary.arrow_forward
arrow_back_ios
SEE MORE QUESTIONS
arrow_forward_ios
Recommended textbooks for you
Fundamentals of Geotechnical Engineering (MindTap...Civil EngineeringISBN:9781305635180Author:Braja M. Das, Nagaratnam SivakuganPublisher:Cengage Learning
Principles of Foundation Engineering (MindTap Cou...Civil EngineeringISBN:9781337705028Author:Braja M. Das, Nagaratnam SivakuganPublisher:Cengage Learning
Principles of Geotechnical Engineering (MindTap C...Civil EngineeringISBN:9781305970939Author:Braja M. Das, Khaled SobhanPublisher:Cengage Learning
Fundamentals of Geotechnical Engineering (MindTap...
Civil Engineering
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Cengage Learning
Principles of Foundation Engineering (MindTap Cou...
Civil Engineering
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Cengage Learning
Principles of Geotechnical Engineering (MindTap C...
Civil Engineering
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Cengage Learning