CPT-Based Interpretation of Pile Load Tests in Clay-Silt Soil
Two pile axial load tests were performed in a site in Depok, West Java. The soil of the site is predominantly a silt-clay soil, characterized by seven mechanical cone penetration tests (CPTs). The piles were 5.5 m long and 11.5 m long, 250 mm square piles. The results of the static load tests showed...
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| Format: | Article |
| Language: | English |
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Petra Christian University
2011-01-01
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| Series: | Civil Engineering Dimension |
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| Online Access: | http://puslit2.petra.ac.id/ejournal/index.php/civ/article/view/18102 |