A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Structural Damping Concept for Interpretation of Statnamic Pile Load Test Results
A procedure that uses the structural damping concept for estimating the capacity of a pile based on the Statnamic pile load test results is proposed in this study. Although the interpreting procedure is similar to that of the commonly used UPM, however, displacement related soil damping is used instead of the velocity dependent damping. Hence, soil resistance is determined directly from the measured load-displacement curve. Three case studies are presented in this paper to study the validity and applicability of the present method. Comparison of predicted results with available test or analytical data shows that the proposed method accurately models the tested pile behavior.
Structural Damping Concept for Interpretation of Statnamic Pile Load Test Results
A procedure that uses the structural damping concept for estimating the capacity of a pile based on the Statnamic pile load test results is proposed in this study. Although the interpreting procedure is similar to that of the commonly used UPM, however, displacement related soil damping is used instead of the velocity dependent damping. Hence, soil resistance is determined directly from the measured load-displacement curve. Three case studies are presented in this paper to study the validity and applicability of the present method. Comparison of predicted results with available test or analytical data shows that the proposed method accurately models the tested pile behavior.
Structural Damping Concept for Interpretation of Statnamic Pile Load Test Results
Lin, San-Shyan (author) / Hong, J. L. (author) / Lee, Wei F. (author) / Chang, Y. H. (author)
GeoSupport Conference 2004 ; 2004 ; Orlando, Florida, United States
GeoSupport 2004 ; 790-799
2004-01-23
Conference paper
Electronic Resource
English
Piles , Soil mixing , Drilled shafts , Soil nailing , Micro piles , Load tests , Foundations , Remediation , Damping
Structural Damping Concept for Interpretation of Statnamic Pile Load Test Results
| British Library Conference Proceedings | 2003
Interpretation of Lateral Statnamic Load Test Results
| Online Contents | 1998
Interpretation of Lateral Statnamic Load Test Results
| British Library Online Contents | 1998
Lateral STATNAMIC load testing of a pile group
| British Library Conference Proceedings | 2000
Statnamic pile testing case studies
| British Library Conference Proceedings | 2006