Chapter
Feb 22, 2024

Mass Loss Measurement in Triaxial Permeameter Testing Review of Current Practices and Proposal for Advancement

Publication: Geo-Congress 2024

ABSTRACT

Triaxial permeameter testing is a useful method for studying the mechanical behaviour of internally eroded specimens and involves four stages: reconstitution, consolidation, seepage, and axial compression. Under downward seepage, flow is introduced to the top of the specimen, erodes it, and leaves the specimen carrying eroded particles through the featured base pedestal designed to accommodate unimpeded outward movement of eroded particles. Careful collection and precise measurement of any mass loss is crucial for accurate void ratio estimation and characterization of erosion response. An internally unstable specimen reconstituted against featured boundaries experiences mass loss not only within but also out of the seepage window. This article reviews current mass loss measurement practices during the seepage stage, identifies challenges and the corresponding need for mass loss measurement throughout a triaxial permeameter test, and proposes a comprehensive method for measuring mass loss from the start of reconstitution to the end of axial compression.

Get full access to this article

View all available purchase options and get full access to this chapter.

REFERENCES

Ataii, S., and J. Fannin. 2022. “A Triaxial Permeameter to Study the Mechanical Consequences of Internal Erosion.” GeoCalgary2022. https://geocalgary2022.ca/wp-content/uploads/papers/132.pdf.
Chang, D. S., and L. M. Zhang. 2011. “A Stress-Controlled Erosion Apparatus for Studying Internal Erosion in Soils.” Geotechnical Testing Journal, 34(6), 579–589.
Engomoen, B., D. T. Witter, K. Knight, and T. A. Luebke. 2014. Design Standards No 13: Embankment Dams. United States Bureau of Reclamation (USBR).
Foster, M., R. Fell, and M. Spannagle. 2000. “The statistics of embankment dam failures and accidents.” Canadian Geotechnical Journal, 37(5), 1000–1024.
ICOLD. 2017. Internal Erosion of Existing Dams, Levees and Dikes, and their Foundations, Bulletin 164. International Commission on Large Dams, Paris, France.
Ke, L., and A. Takahashi. 2014. “Triaxial Erosion Test for Evaluation of Mechanical Consequences of Internal Erosion.” Geotechnical Testing Journal, 37(2), 1–18.
Li, S., A. Russell, and D. Muir Wood. 2020. “The influence of particle size distribution homogeneity on the shearing of soils having been subjected to internal erosion.” Canadian Geotechnical Journal. 2020;57(11):1684–94.
Mehdizadeh, A. 2018. Multi-Scale Investigation of Post-Erosion Mechanical Behavior of Granular Material. Ph.D. thesis, Melbourne, Swinburne University of Technology.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$152.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$152.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share