Description
| Summary: | Settlement predictions are necessary for compacted fills under a variety of circumstances (e.g., when fills are high, where major structural loads are to be supported, and when the fill materials are clays or weak rocks). As a result of an extensive testing program on both laboratory- and field-compacted materials, a systematic approach to this prediction has been developed. The recommended procedure involves one-dimensional compression testing in three parts
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| Physical Description: | 1 online resource (19 pages) : illustrations, figures, tables |
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| Bibliography: | Includes bibliographical references |
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| Access: | Restricted for use by site license. |
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