Closure to “Monitoring the Foundations of a Bridge during Construction and While in Service”
We appreciate the discusser's interest in our research.The discussion primarily centers on two key points: (1) the load estimates for the pile cap, backfill, and bridge pier, along with their comparison to the design loads; and (2) the determination of pile termination depth based on standard penetration test (SPT) and cone penetration test (CPT) data.These two points are addressed in sequence in the following.
Authors
- Rameez A. Raja (ORCID: https://orcid.org/0000-0001-7463-9120)
- Rodrigo Salgado
- Monica Prezzi
- Fei Han
- Mustafa Kilic
Institutions
- University of New Hampshire at Manchester (US)
- Purdue University West Lafayette (US)
- National University of Sciences and Technology (PK)
Publication Details
- Journal
- Journal of Geotechnical and Geoenvironmental Engineering
- Published
- 2026-03-13
- DOI
- https://doi.org/10.1061/jggefk.gteng-15102
- Primary Topic
- Concrete Properties and Behavior
- Type
- article
- Field-Weighted Citation Impact
- 0.00