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RISApplications of Fast Fourier Transform in the Integrity Evaluation of Deep Foundations: Innovative Method for Quality Control
Publisher: American Society of Civil Engineers
Abstract: The widespread use of drilled shafts and the large and critical nature of loads they carry make post-construction quality control a rather important aspect of inspections. For this reason, states have implemented specific ...
Applications of Fast Fourier Transform in the Integrity Evaluation of Deep Foundations: Innovative Method for Quality Control
Publisher: American Society of Civil Engineers
Abstract: The widespread use of drilled shafts and the large and critical nature of loads they carry make post-construction quality control a rather important aspect of inspections. For this reason, states have implemented specific ...
Experimental Validation of an Empirical Model for Computing the Diameter of Drilled Shafts during Construction Using CSL Signal Processing
Publisher: American Society of Civil Engineers
Abstract: Drilled shaft foundations are increasingly being used to support various types of buildings and infrastructure facilities. The load carrying capacity of these drilled shafts is largely dependent on their diameter. The large ...
Experimental Validation of an Empirical Model for Computing the Diameter of Drilled Shafts during Construction Using CSL Signal Processing
Publisher: American Society of Civil Engineers
Abstract: Drilled shaft foundations are increasingly being used to support various types of buildings and infrastructure facilities. The load carrying capacity of these drilled shafts is largely dependent on their diameter. The large ...
Effect of the Number of Broken Wire Wraps on the Structural Performance of PCCP with Full Interaction at the Gasket Joint
Publisher: American Society of Civil Engineers
Abstract: Broken prestressing wire wraps are the main cause of failure in prestressed concrete cylinder pipes (PCCP). The effect of the number and location of broken wire wraps on the structural performance of PCCP is investigated ...
Effect of the Number of Broken Wire Wraps on the Structural Performance of PCCP with Full Interaction at the Gasket Joint
Publisher: American Society of Civil Engineers
Abstract: Broken prestressing wire wraps are the main cause of failure in prestressed concrete cylinder pipes (PCCP). The effect of the number and location of broken wire wraps on the structural performance of PCCP is investigated ...