Experimental Study on the Influence of Rising Water Levels on the Buoyancy of Building Structure

This study investigates the complete process of water level elevation’s impact on structural buoyancy under varying environmental conditions (with/without surrounding barriers) using model testing. The experiments simulated the buoyancy response patterns in sandy soil layers under different hydraulic heads. Dynamic variations of structural buoyancy over time were systematically analyzed, revealing distinct differences across the working conditions. The key findings demonstrate: (1) in the presence of the barrier effect, the growth of structure buoyancy is significantly slower than that without a barrier, but the measured value of structure buoyancy in sand is basically consistent with the theoretical value of Archimedes’ law, and the reduction coefficient is between 0.78 and 0.96; (2) the influence rate of water level rise under high water head pressure on structure buoyancy is significantly higher than that under low water head pressure. Therefore, special attention should be paid to monitoring structure buoyancy when the water level rises under high water levels.

Authors

Institutions

Publication Details

Journal
Water
Published
2025-05-02
DOI
https://doi.org/10.3390/w17091377
Citations
4
Primary Topic
Coastal and Marine Dynamics
Type
article
Field-Weighted Citation Impact
6.68

Funders

Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Experimental Study on the Influence of Rising Water Levels on the Buoyancy of Building Structure

Chao-Feng Zeng, Kun Yang, Xiuli Xue, Changjie Xu et al.
4 citations
Water
Coastal and Marine Dynamics
6.68
article

Experimental Study on the Influence of Rising Water Levels on the Buoyancy of Building Structure

Chao-Feng Zeng, Kun Yang, Xiuli Xue, Changjie Xu, Zhisong Fan
article en
4 citations

Abstract

This study investigates the complete process of water level elevation’s impact on structural buoyancy under varying environmental conditions (with/without surrounding barriers) using model testing. The experiments simulated the buoyancy response patterns in sandy soil layers under different hydraulic heads. Dynamic variations of structural buoyancy over time were systematically analyzed, revealing distinct differences across the working conditions. The key findings demonstrate: (1) in the presence of the barrier effect, the growth of structure buoyancy is significantly slower than that without a barrier, but the measured value of structure buoyancy in sand is basically consistent with the theoretical value of Archimedes’ law, and the reduction coefficient is between 0.78 and 0.96; (2) the influence rate of water level rise under high water head pressure on structure buoyancy is significantly higher than that under low water head pressure. Therefore, special attention should be paid to monitoring structure buoyancy when the water level rises under high water levels.

WaterVol. 17(9)
Hunan University of Science and Technology (CN), East China Jiaotong University (CN)
National Natural Science Foundation of China, Natural Science Foundation of Jiangxi Province
Openalex Percentile: Top 3%
Coastal and Marine Dynamics
6.68
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.