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 I, LL=41 and PL=18. a. Determine the AASHTO group classification and group index for soil I using the data given above. b. Determine the USCS group symbol and group name for soil I using the data given above.

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 I, LL=41 and PL=18. a. Determine the AASHTO group classification and group index for soil I using the data given above. b. Determine the USCS group symbol and group name for soil I using the data given above.

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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