| Autor: |
Cuajao, Vincent Carl S., Dela Cruz, Orlean G., Tabaroei, Abdollah |
| Předmět: |
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| Zdroj: |
International Journal of GEOMATE; Sep2024, Vol. 27 Issue 121, p119-127, 9p |
| Abstrakt: |
Engineers have used deep pile foundations to support heavy loads from multi-story structures. For engineers to compare the actual pile capacities from their designs, deep foundation testing has made it possible to determine the actual pile foundation capacity and its behavior with soil. Static and dynamic load testing are the primary load tests to determine pile capacities. Numerous authors have proven connections between static and dynamic load tests on piles since the 1980s. However, comparing both testing results, we see that both have different capacities and correlation criteria. Fifty-one (51) piles tested with static and dynamic load testing from previous research are used. The comparison of DLT and SLT results provided the outcome of an average DLT/SLT ratio of 0.9833. The literature review reveals good agreement between the two test results when compared. The literature review recommends comparing SLT capacities to the DLT's field capacities and those obtained using CAPWAP analysis. Moreover, instrumented SLT can also be compared to those from DLT, allowing for the utilization of skin resistance from both tests as an additional criterion for comparison. [ABSTRACT FROM AUTHOR] |
| Databáze: |
Complementary Index |
| Externí odkaz: |
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