Evaluation of Ultimate Capacity and Serviceability Performance of Single Piles under Axial Compressive Loading
Mohamed Sobhy El Sayed El Kharashy;
Abstract
Abstract
It is common practice for geotechnical engineers to evaluate pile load capacities using pile load tests. In many practical applications, the measured load-settlement curve represents only parts of pile total resistance by applying insufficient loading levels. That’s from reasons why most of the conducted pile load test results cannot be used in a reliable way to estimate the pile capacity. However, these results can be helpful to verify the pile-soil stiffness parameter as a single pile through back analysis techniques in terms of further variable and effective parameters.
It is common practice for geotechnical engineers to evaluate pile load capacities using pile load tests. In many practical applications, the measured load-settlement curve represents only parts of pile total resistance by applying insufficient loading levels. That’s from reasons why most of the conducted pile load test results cannot be used in a reliable way to estimate the pile capacity. However, these results can be helpful to verify the pile-soil stiffness parameter as a single pile through back analysis techniques in terms of further variable and effective parameters.
Other data
| Title | Evaluation of Ultimate Capacity and Serviceability Performance of Single Piles under Axial Compressive Loading | Other Titles | تقييم القدرة القصوى والأداء التشغيلى لخوازيق مفردة تحت تأثير تحميل إنضغاطى محوري | Authors | Mohamed Sobhy El Sayed El Kharashy | Issue Date | 2018 |
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