Laboratory compaction of cohesionless sands /
A total of 62 cohesiveness sands were tested to rographics.
| Main Author: | |
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| Format: | Thesis eBook |
| Language: | English |
| Published: |
[Place of publication not identified] :
[publisher not identified] ;
1998.
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| Subjects: | |
| Online Access: | Link to OAKTrust copy |
| Summary: | A total of 62 cohesiveness sands were tested to rographics. analysis is given to demonstrate this effect. be quite high. An example of the use of the settlement by the coefficient of uniformity, whereas the particle coefficient of uniformity below 3.5. Graphs compaction methods were used: 1) Standard Proctor', 2) compaction test method on the maximum dry unit weight consistently high values of the maximum dry unit detrimental effects on structures built on top of dry unit weight over the entire test range, whereas during compaction. Three different laboratory for the maximum dry unit weight for values of the important. The grain size distribution is represented investigate the importance of the water content, grain laboratory compaction method were found to be the most low relative compaction the amount of settlement can Modified Proctor; and 3) Vibrating hammer. The effects of the grain size distribution, particle shape and Proctor test method yielded low values for the maximum sand grains. The various laboratory compaction methods settlement of a compacted soil, which would have shape is represented by the degree of roundness of the shape, grain crushing during testing and laboratory size distribution, grading of the soil, particle summarizing the results are presented to aid in the compaction of cohesiveness sands. Additionally, the graphs are used to estimate the maximum possible the modified Proctor test method yielded low values them. It is shown that if the soil is compacted to a understanding the effects of the various parameters on used in this study indicated the importance of vibrating hammer compaction test method yielded vibration on the compaction of cohesiveness sands. The weight over the complete range of tests. The standard |
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| Item Description: | "Major subject: Civil Engineering". Vita. |
| Physical Description: | xii, 76 leaves : illustrations ; 28 cm. Also available online. |
| Bibliography: | Includes bibliographical references (leaves 73-75). |