3. As part of a site investigation program for a residential development project you retrieved four different soil samples. None of the soils appear to be organic. At your laboratory you performed grain-size analyses and Atterberg limit tests on the samples. The grain-size distribution data for the four soil samples are shown in Figure below as curves H, I, J and L. From your Atterberg limit tests on the portion of soil L, LL=37 and PL=18. FINES SAND GRAVEL Fine Medium |Coarse Fine Coarse # 200 # 4 3" 100% 80% 60% H. 40% 20% 0% 0.001 0.010 0.100 1.000 10.000 100.000 Particle size (mm) Percentage finer by weight

3. As part of a site investigation program for a residential development project you retrieved four different soil samples. None of the soils appear to be organic. At your laboratory you performed grain-size analyses and Atterberg limit tests on the samples. The grain-size distribution data for the four soil samples are shown in Figure below as curves H, I, J and L. From your Atterberg limit tests on the portion of soil L, LL=37 and PL=18. FINES SAND GRAVEL Fine Medium |Coarse Fine Coarse # 200 # 4 3" 100% 80% 60% H. 40% 20% 0% 0.001 0.010 0.100 1.000 10.000 100.000 Particle size (mm) Percentage finer by weight

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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