Use of rigid inclusions for foundations of container yards

Steel-reinforced concrete (RC) piles have traditionally been the main foundation type for container yards in Singapore. However, RC piles are difficult and expensive to be demolished when the port is used for redevelopment in the future. One solution to this problem is to use unreinforced rigid inclusions in lieu of RC piles. An innovative method involving rigid inclusions, a load transfer platform, and plinth beams has been proposed as the new foundation approach for container yards. A full-scale pilot test using this new foundation approach was conducted under various load conditions, and the results demonstrated that the proposed solution was effective. In addition to overcoming future demolition challenges, the new foundation approach was proved to be more cost-effective and quicker to construct as compared with the existing method. This paper presents the design concept and corresponding numerical simulations, which showed good agreement with the monitoring data from the pilot test.

Authors

Institutions

Publication Details

Journal
Canadian Geotechnical Journal
Published
2025-01-01
DOI
https://doi.org/10.1139/cgj-2024-0286
Citations
1
Primary Topic
Geotechnical Engineering and Soil Stabilization
Type
article
Field-Weighted Citation Impact
0.95
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Use of rigid inclusions for foundations of container yards

Jian Chu, Shifan Wu, Tiancheng Song, Stephen S Lim et al.
1 citations
Canadian Geotechnical Journal
Geotechnical Engineering and Soil Stabilization
0.95
article

Use of rigid inclusions for foundations of container yards

Jian Chu, Shifan Wu, Tiancheng Song, Stephen S Lim, Hao Chen
article en
1 citations

Abstract

Steel-reinforced concrete (RC) piles have traditionally been the main foundation type for container yards in Singapore. However, RC piles are difficult and expensive to be demolished when the port is used for redevelopment in the future. One solution to this problem is to use unreinforced rigid inclusions in lieu of RC piles. An innovative method involving rigid inclusions, a load transfer platform, and plinth beams has been proposed as the new foundation approach for container yards. A full-scale pilot test using this new foundation approach was conducted under various load conditions, and the results demonstrated that the proposed solution was effective. In addition to overcoming future demolition challenges, the new foundation approach was proved to be more cost-effective and quicker to construct as compared with the existing method. This paper presents the design concept and corresponding numerical simulations, which showed good agreement with the monitoring data from the pilot test.

Canadian Geotechnical JournalVol. 62
Nanyang Technological University (SG), Maritime and Port Authority of Singapore (SG)
Openalex Percentile: Top 24%
Geotechnical Engineering and Soil Stabilization
0.95
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.

Use of rigid inclusions for foundations of container yards — Jian Chu, Shifan Wu, et al. · Canadian Geotechnical Journal (2025) | TGRS Research Map | TGRS