Some observations in soil–pipe model tests under vertical uplift loading in compacted clay-Reference-Cited by-同舟云学术

Some observations in soil–pipe model tests under vertical uplift loading in compacted clay

Published:2021-04-09 Issue: Volume: Page:1-15
ISSN:1346-213X
Container-title:International Journal of Physical Modelling in Geotechnics
language:en
Short-container-title:International Journal of Physical Modelling in Geotechnics

Author:

Wong Chee K.¹,Wan Richard G.²,Wong Ron C. K.³

Affiliation:

1. Research Associate, Department of Civil Engineering, Schulich School of Engineering, University of Calgary, Calgary, Alberta, Canada

2. Professor, Department of Civil Engineering, Schulich School of Engineering, University of Calgary, Calgary, Alberta, Canada

3. Professor, Department of Civil Engineering, Schulich School of Engineering, University of Calgary, Calgary, Alberta, Canada (corresponding author: )

Publisher

Thomas Telford Ltd.

Subject

Geotechnical Engineering and Engineering Geology

Link

https://www.icevirtuallibrary.com/doi/pdf/10.1680/jphmg.20.00043

Reference29 articles.

1. Study on swelling properties of an expansive soil deposit in Saskatchewan, Canada

2. Uplift tests on full-scale pipe segment in lumpy soft clay backfill

3. Soil restraint on buckling oil and gas pipelines buried in lumpy clay fill

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1. Flow through and Volume Change Behavior of a Compacted Expansive Soil Amended with Natural Biopolymers;Geotechnics;2024-03-20

2. Response of steel pipes buried in compacted fills to seismic fault rupture;Japanese Geotechnical Society Special Publication;2024

3. Suction effects during uplift of steel pipes buried in compacted soil;Acta Geotechnica;2022-10-12

4. Editorial;International Journal of Physical Modelling in Geotechnics;2022-05

5. Interpretation of uplift pipeline-soil interaction behaviour using acoustic emission measurements;Canadian Geotechnical Journal;2021-12-20