Principles Of Foundation Engineering, Si Edition
8th Edition
ISBN: 9781305081567
Author: Braja M. Das
Publisher: Cengage Learning
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Chapter 2, Problem 2.6P
To determine
Classify the soils by using AASHTO soil classification system.
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Following details regarding the particle size distribution and other index properties pertinent to the classification of soil. Choose three soils and classify each soil according to USCS and AASHTO classification systems. When necessary, assume Cu = 4.48 and Cc = 1.22.
Classify the soils given in Problem 2.6 by the Unified Soil Classification System and determine the group symbols and group names.
For the data below, classify the soils according to USCS
Chapter 2 Solutions
Principles Of Foundation Engineering, Si Edition
Ch. 2 - Prob. 2.1PCh. 2 - Prob. 2.2PCh. 2 - Prob. 2.3PCh. 2 - Prob. 2.4PCh. 2 - Prob. 2.5PCh. 2 - Prob. 2.6PCh. 2 - Prob. 2.7PCh. 2 - Prob. 2.8PCh. 2 - Prob. 2.9PCh. 2 - Prob. 2.10P
Ch. 2 - Prob. 2.11PCh. 2 - Prob. 2.12PCh. 2 - Prob. 2.13PCh. 2 - Prob. 2.14PCh. 2 - Prob. 2.15PCh. 2 - For a normally consolidated soil, the following is...Ch. 2 - Prob. 2.17PCh. 2 - Prob. 2.18PCh. 2 - Prob. 2.19PCh. 2 - Prob. 2.20PCh. 2 - Prob. 2.21PCh. 2 - Prob. 2.22PCh. 2 - Prob. 2.23PCh. 2 - Prob. 2.24PCh. 2 - Prob. 2.25PCh. 2 - Prob. 2.26PCh. 2 - Prob. 2.27P
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- 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_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_forwardData shown is to be classified according to the USDA textural classification system. Determine the following: 1. Classification of soil A. 2. Classification of soil B. 3. Classification of soil C. 4. Classification of soil D.arrow_forward
- Classify all the soils in 5.8 using unified soil classification system. Give group symbols and the group namesarrow_forwardThe result of particle-size distribution of a soil sample is recorded below. Using the AASHTO classification table, determine the following: 1. Classification of soil A. 2. Classification of soil B. 3. Classification of soil C.arrow_forwardThe following two gradation curves are for two types of soils. Classify the two soils according to AASHTO and Modified Systemsarrow_forward
- Classify the following soils by the AASHTO classification system. Description Soil A Soil B Soil C Percent finer than No.10 sieve 83 100 48 Percent finer than No.40 sieve 48 92 28 Percent finer than No.200 sieve 20 86 6 Liquid Limit 20 70 - Plasticity Index 5 32 Nonplasticarrow_forwardFor an inorganic soil, the following grain-size analysis is given. For this soil, LL = 23 and PL = 19. Classify the soil by using Unified Soil Classification System. Give group names and group symbols.arrow_forwardSituation 1 – Refer to Figure. Classify the soil according to the USDA textural classification system. The soil has particle size distribution of Gravel – 21% Silt – 35% Sand – 12% Clay – 32% 1. Calculate the modified percentage of sand 2. Compute the modified percentage of silt 3. What is the classification?arrow_forward
- How to determine the optimum water content and the corresponding maximum dry unit weight of the soil using graph in Excel?arrow_forwardA 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 classificationarrow_forwardClassify the following soils by the AASHTO classification system. Give the group index for each soil. Complete solution please with the tables and graphs.arrow_forward
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