BEHAVIOR OF PILE CAPS TO DEEP EXCAVATION
NOHA EL-SAYED AHMED ABDON;
Abstract
comparison problem between the analysis using PLAXIS 3s foundation program and centrifuge modeling is taken place.
Two types of soil modeling were available, Mohr Coulomb Model and the hardening soil model.
The results were close too much ti those resu
Two types of soil modeling were available, Mohr Coulomb Model and the hardening soil model.
The results were close too much ti those resu
Other data
| Title | BEHAVIOR OF PILE CAPS TO DEEP EXCAVATION | Authors | NOHA EL-SAYED AHMED ABDON | Keywords | BEHAVIOR OF PILE CAPS TO DEEP EXCAVATION | Issue Date | 2008 | Description | comparison problem between the analysis using PLAXIS 3s foundation program and centrifuge modeling is taken place. Two types of soil modeling were available, Mohr Coulomb Model and the hardening soil model. The results were close too much ti those resu |
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