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.

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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
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article

Closure to “Monitoring the Foundations of a Bridge during Construction and While in Service”

Rameez A. Raja, Rodrigo Salgado, Monica Prezzi, Fei Han et al.
Journal of Geotechnical and Geoenvironmental Engineering
Concrete Properties and Behavior
article

Closure to “Monitoring the Foundations of a Bridge during Construction and While in Service”

Rameez A. Raja, Rodrigo Salgado, Monica Prezzi, Fei Han, Mustafa Kilic
article en

Abstract

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.

Journal of Geotechnical and Geoenvironmental EngineeringVol. 152(5)
University of New Hampshire at Manchester (US), Purdue University West Lafayette (US), National University of Sciences and Technology (PK)
Openalex Percentile: Top 24%
Concrete Properties and Behavior
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