Question 2 The undisturbed representative soil sample recovered from split-spoon sampler can be used for following laboratory tests but not required for O a Consolidation (Oedometer tests) Unconfined Compression Triaxial Compression Oc. Od Grain-size distribution

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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estion 6
The load-settlement behavior of an in situ soil deposit will be determined from laboratory oedometer testing. The type of soil specimen that will provide the most reliable load-deformation characteristics is a soil sample obtained from
Shelby tube
O a
Ob. Augur Trimmings
Oc.
Split-Barrel Sampler
Od.
Split-Spoon Sampler
Transcribed Image Text:Moving to another question will save this response. estion 6 The load-settlement behavior of an in situ soil deposit will be determined from laboratory oedometer testing. The type of soil specimen that will provide the most reliable load-deformation characteristics is a soil sample obtained from Shelby tube O a Ob. Augur Trimmings Oc. Split-Barrel Sampler Od. Split-Spoon Sampler
Question 2
The undisturbed representative soil sample recovered from split-spoon sampler can be used for following laboratory tests but not required for
Oa.
Consolidation (Oedometer tests)
Unconfined Compression
Ob.
Triaxial Compression
Od.
Grain-size distribution
Transcribed Image Text:Question 2 The undisturbed representative soil sample recovered from split-spoon sampler can be used for following laboratory tests but not required for Oa. Consolidation (Oedometer tests) Unconfined Compression Ob. Triaxial Compression Od. Grain-size distribution
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