3.12 For an inorganic soil, the following grain-size analysis is given. U.S. Sleve No. Percent passing 4. 100 10 90 20 64 40 38 80 18 200 13 For this soil, LL = 23 and PL = 19. Classify the soil by using (a) AASHTO soil classification system (b) Unified Soil Classification System. Give group names and group symbols. Qr. A

3.12 For an inorganic soil, the following grain-size analysis is given. U.S. Sleve No. Percent passing 4. 100 10 90 20 64 40 38 80 18 200 13 For this soil, LL = 23 and PL = 19. Classify the soil by using (a) AASHTO soil classification system (b) Unified Soil Classification System. Give group names and group symbols. Qr. A

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter2: Origin Of Soil And Grain Size

Section: Chapter Questions

Problem 2.12P: Repeat Problem 2.11 with the following data. 2.11 The grain-size characteristics of a soil are given...

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