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a) What are some of the issues that may have to be dealt with when constructing in an area where limestone is present?

a) What are some of the issues that may have to be dealt with when constructing in an area where limestone is present?

Structural Analysis
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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a) What are some of the issues that may have to be dealt with when constructing in an area where limestone is present? b) What are the main differences between a UU and a CD triaxial test in terms of the test procedure and the shear strength properties that are defined? c) Sketch the stress strain response of two soil samples from the same deposit during direct shear testing. One sample was tested in its natural loose state, while the other was densified prior to testing. d) Provide a cross-sectional sketch of a granular soil deposit that has: (1) isotropic properties; (2) anisotropic properties. Explain how this influences the shear strength and permeability of the two deposits. e) Describe the key details of the cone penetration test method. Use a sketch as part of your description. f) What are three things that can disturb a soil sample between its retrieval in the field and its testing in the lab?
Transcribed Image Text:a) What are some of the issues that may have to be dealt with when constructing in an area where limestone is present? b) What are the main differences between a UU and a CD triaxial test in terms of the test procedure and the shear strength properties that are defined? c) Sketch the stress strain response of two soil samples from the same deposit during direct shear testing. One sample was tested in its natural loose state, while the other was densified prior to testing. d) Provide a cross-sectional sketch of a granular soil deposit that has: (1) isotropic properties; (2) anisotropic properties. Explain how this influences the shear strength and permeability of the two deposits. e) Describe the key details of the cone penetration test method. Use a sketch as part of your description. f) What are three things that can disturb a soil sample between its retrieval in the field and its testing in the lab?
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