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- W1494290909 abstract "Publisher Summary Lightly loaded structures commonly suffer severe distress subsequent to their construction. Changes in the environment around the structure result in changes in negative pore-water pressures that in turn produce volume changes in the soil. Soils with a high swelling index are found to be highly swelling soils. Numerous analytical procedures have been proposed in various countries; however, most methods have been used to a limited extent and within restricted geographical regions. The different methods for predicting heave can be put into one consistent theoretical context, using current unsaturated soil mechanics theory. In developing the theory and subsequent analysis techniques, it is necessary to relate swelling soil behavior to the stress state in the soil. Engineers have to visualize volume changes in terms of appropriate stress state variable changes. The success of the practice of saturated soil mechanics can be attributed largely to the ability of engineers to relate soil behavior to changes in the effective stress state variable. Swelling soils are generally unsaturated and engineers have found it more difficult to relate swelling soil behavior to stress state variable changes. The objective of this chapter is to assist engineers in relating the volume change behavior of unsaturated swelling soils to changes in the stress state. The chapter explains how past, present, and future behavior of a swelling soil can be explained in terms of stress state variables using a framework similar to that used in saturated soil mechanics." @default.
- W1494290909 created "2016-06-24" @default.
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- W1494290909 date "1996-01-01" @default.
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- W1494290909 title "Chapter 14 Geotechnical problems associated with swelling clays" @default.
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- W1494290909 doi "https://doi.org/10.1016/s0166-2481(96)80016-x" @default.
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