The core of an earth dam is to be compacted on the wet side of optimum so as to ensure low permeability and flexibility (a nonbrittle stress-strain relationship). You have the choice of using a sheepsfoot roller or a smooth-wheel roller to compact the soil. To reduce potential shrinkage of the dam core, which is the best piece of equipment to use? If the soil were to be compacted dry of optimum, would it matter?
The core of an earth dam is to be compacted on the wet side of optimum so as to ensure low permeability and flexibility (a nonbrittle stress-strain relationship). You have the choice of using a sheepsfoot roller or a smooth-wheel roller to compact the soil. To reduce potential shrinkage of the dam core, which is the best piece of equipment to use? If the soil were to be compacted dry of optimum, would it matter?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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- The core of an earth dam is to be compacted on the wet side of optimum so as to ensure low permeability and flexibility (a nonbrittle stress-strain relationship). You have the choice of using a sheepsfoot roller or a smooth-wheel roller to compact the soil. To reduce potential shrinkage of the dam core, which is the best piece of equipment to use? If the soil were to be compacted dry of optimum, would it matter?
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