Load tests on five large spread footings on sand and evaluation of prediction methods /
a similar manner at the same general location where the soil
| Main Author: | |
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| Format: | Thesis eBook |
| Language: | English |
| Published: |
[Place of publication not identified] :
[publisher not identified] ;
1995.
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| Subjects: | |
| Online Access: | Link to OAKTrust copy |
| Summary: | a similar manner at the same general location where the soil are generally conservative and exhibit significant scatter; as many as fifty years ago. These design techniques were been used more readily in engineering. Today, this lack of being based more on intuition and experience than on consisted of fairly uniform silty fine sand underlain by developed in the early stages of foundation engineering and engineering profession's lack of trust in the use of spread footings. For this study, five spread footings with sizes foundations are often based on figures and formulas developed full scale load test data is partly responsible for the full scale load tests on shallow foundations for pure great engineering projects. For years, the idea of performing lack merit as they have been utilized in the design of many never before seen for spread footings. A complete summary of penetration. The footings were all constructed and tested in ranging from I to 3 m square were load tested to 150 mm of research has not been popular and deep pile foundations have scientific research. This is not to say that these methods stiff clay at a depth of 11 m. To the author's knowledge, the testing program described in this work is of a magnitude The design techniques for many of today's modem shallow the project and its results can be found in Section 6. |
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| Item Description: | "Major subject: Civil Engineering". Vita. |
| Physical Description: | xviii, 331 leaves : illustrations ; 28 cm. Also available online. Issued also on microfiche from Lange Micrographics. |
| Bibliography: | Includes bibliographical references. |