Empirical design charts against earthquake-induced liquefaction in cohesionless soils based on in-situ tests /
(CPT). The statistical methods used in order to develop the
| Main Author: | |
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| Format: | Thesis eBook |
| Language: | English |
| Published: |
[Place of publication not identified] :
[publisher not identified] ;
1997.
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| Subjects: | |
| Online Access: | Link to OAKTrust copy |
| Summary: | (CPT). The statistical methods used in order to develop the (in-situ test) or laboratory tests. In-situ tests are a Available methods to predict the liquefaction susceptibility charts were the Discriminant Analysis and the Logistic different work has been done in the development of empirical design charts based on the database published in liquefaction. This work deals with the development of obtain an undisturbed sample. During the last years, of cohesionless soils are based either in empirical charts Regression. relationships between in-situ tests and probability of soils, due to the expensive and complicate procedures to standard penetration test (SPT) and the cone penetration test the references for two of the most common in-situ tests, the valuable source of information; especially in cohesionless |
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| Item Description: | "Major subject: Civil Engineering". Vita. |
| Physical Description: | x, 124 leaves : illustrations ; 28 cm. Also available online. Issued also on microfiche from Lange Micrographics. |
| Bibliography: | Includes bibliographical references: pages 82-92. |