ABSTRACT

Diatoms are single-celled organisms of various shapes and sizes typically found in lacustrine or marine environments. When diatoms die, the organic material decomposes, and the outer skeletons, frustules, settle and accumulate as sedimentary deposits. These soils, called diatomaceous soils, exhibit nontraditional behavior since the diatom particles are typically hollow skeletons composed of amorphous silica with intricately patterned and abrasive surfaces. Recent studies have shown that diatomaceous soils are challenging geomaterials since even a small proportion of diatom particles will notably affect engineering behavior. Furthermore, laboratory studies on diatomaceous soil mixtures have demonstrated that many engineering soil properties depend on the proportion of diatoms. For example, liquid limit and plastic limit increase as the proportion of diatom particles increases. Although the proportion of diatom particles relates to geotechnical properties, there are currently few published correlations to quantify this relationship. This research has two objectives: (1) to develop a method to characterize diatom particle proportion for natural diatomaceous soils; and (2) to investigate how these percentages relate to physical properties such as liquid limit, plastic limit, and plastic index. The soils for this project were sampled from southern and central Oregon and imaged using scanning electron microscopy (SEM) to obtain high-resolution images. These images were then analyzed using quantitative stereology to estimate diatom particle percentages. These proportions were compared to measured soil properties to evaluate the relationship for these natural diatomaceous soils. This investigation indicated that analysis of SEM images with quantitative stereology is a reasonable method to estimate the diatom proportion in soil. Additionally, the relationships between physical soil properties and diatom proportion of natural soils were reasonably consistent with the trends observed for laboratory mixtures of diatomaceous soils.

Get full access to this article

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

REFERENCES

Al Shatnawi, H. H., and Bandini, P. (2018). “Limitations of classifications for soils that contain diatom microfossils”. IFCEE 2018, 123–132.
Barron, J. A. (1987). “Diatomite: Environmental and geologic factors affecting its distribution”. Siliceous Sedimentary Rock-hosted Ores and Petroleum, Van Nostrand Reinhold, New York, 164–178.
BSI (British Standards Institution). (1975). Methods for Testing Soils for Civil Engineering Purposes, Standard BS1377, 134.
Caicedo, B., Mendoza, C., López, F., and Lizcano, A. (2018). “Behavior of diatomaceous soil in lacustrine deposits of Bogotá, Colombia”. J. Rock Mech. Geotech. Eng., 10, 367–379.
Covarrubias Ornelas, A. (2021). Using quantitative stereology on high resolution SEM images to estimate diatom percentages. Master’s Thesis, Civil and Environmental Engineering Department, Portland State University, Portland, Oregon.
Day, R. W. (1995). “Engineering properties of diatomaceous fill”. J. Geotech. Eng., 121(12), 908–910.
Diaz-Rodriguez, J. A. (2003). “Characterization and engineering properties of Mexico City lacustrine soils”. Characterization and Engineering Properties of Natural Soils, 1, 725e56.
Eisma, D., and van der Gaast, S. J. (1971). “Determination of opal on marine sediments by X-ray diffraction.” Neth. J. Sea Res., 5(3), 382–389.
Evans, T. M., and Frost, J. D. (2010). “Multiscale investigation of shear bands in sand: Physical and numerical experiments”. Int. J. Numer. Anal. Met., 34, 1634–1650.
Evans, T. M., and Moug, D. (2020). “Diatomaceous soils - a less than cromulent engineering material.” Geotechnics for Sustainable Infrastructure Development: Proceedings of GeotecHanoi 2019, Lecture Notes in Civil Engineering, P. Duc Long and N. T. Dung, eds., Springer Singapore, Singapore, 709–716.
Feng, T. W. (2001). “A linear log d log w model for the determination of consistency limits of soils”. Can. Geotech. J., 38(6), 1335–1342.
Frost, J. D., and Kuo, C.-Y. (1996). “Automated determination of the distribution of local void ratio from digital images”. Geotech. Test. J., 19(2), 107–117.
Hardwood, D. M. (1999). “Diatomite”. The Diatoms: Application for the Environmental and Earth Sciences, Cambridge University Press, 437–443.
Korunic, Z., and Fields, P. G. (2006). “Susceptibility of three species of Sitophilus to diatomaceous earth”. Proceedings of the 9th International Conference on Stored-Product Protection. ABRAPOS, Rodovia, 681–686.
Mortlock, R. A., and Frolich, P. N. (1989). “A simple method for the rapid determination of biogenic opal in pelagic marine sediments.” Deep-sea Res., 36(9), 1415–1426.
O’Riordan, N., Canavate, A., Circuela, F., and Kumar, S. (2017). “The stiffness and strength of saltwater Lake Texcoco clays, Mexico City.” Proceedings of the 19th International Conference on Soil Mechanics and Geotechnical Engineering, Seoul.
Palomino, A. M., Kim, S., Summitt, A., and Fratta, D. (2011). “Impact of diatoms on fabric and chemical stability of diatom-kaolin mixtures”. Appl. Clay Sci., 51(3), 287–294.
Price, A. (2018). Cyclic strength and cone penetration resistance for mixtures of silica silt and kaolin. PhD Dissertation, University of California, Davis.
Priest, G. R., Vogt, B. F., and Black, G. L. (1983). Survey of potential geothermal exploration sites at Newberry Volcano, Deschutes County, Oregon.
Shiwakoti, D. R., Tanaka, H., Tanaka, M., and Locat, J. (2002). “Influences of diatom microfossils on engineering properties of soils”. Soils Found., 42, 1–17.
Sonyok, D. R. (2015). Effect of diatoms on index properties, compressibility, suction, and stiffness of diatomite-kaolin mixtures. Ph.D Dissertation, Civil Engineering Department, New Mexico State University, Las Cruces, New Mexico.
Underwood, E. E. (1970). Quantitative Stereology, Addison-Wesley Publishing Company, Reading, Massachusetts.
Verdugo, R. (2008). “Singularities of Geotechnical Properties of Complex Soils in Seismic Regions.” Journal of Geotechnical and Geoenvironmental Engineering. 134(7): 982–991.
Wang, J., Chin, T., Moug, D. M., and Evans, T. M. (2022). “On the liquid limit of diatomaceous soils: Complex behavior of a non-standard material”. Submitted for GeoCongress 2022 proceedings.
Wang, J., Yazdani, E., and Evans, T. M. (2021). “Case study of a driven pile foundation in diatomaceous soil. I: Site characterization and engineering properties”. J. Rock Mech. Geotech., 13, 431–445.
Wiemer, G., Dziadek, R., and Kopf, A. (2017). “The enigmatic consolidation of diatomaceous sediment”. Mar. Geol., 385, 173–184.
Wiemer, G., and Kopf, A. (2017). “Influence of diatom microfossils on sediment shear strength and slope stability”. Geochem. Geophy., 18(1), 333–345.

Information & Authors

Information

Published In

Go to Geo-Congress 2022
Geo-Congress 2022
Pages: 479 - 489

History

Published online: Mar 17, 2022

Permissions

Request permissions for this article.

Authors

Affiliations

Ariadna Covarrubias Ornelas [email protected]
1Dept. of Civil and Environmental Engineering, Portland State Univ., Portland, OR. Email: [email protected]
Jiayao Wang [email protected]
2Dept. of Civil and Construction Engineering, Oregon State Univ., Corvallis, OR. Email: [email protected]
Diane Moug, Ph.D., A.M.ASCE [email protected]
3Dept. of Civil and Environmental Engineering, Portland State Univ., Portland, OR. Email: [email protected]
T. Matthew Evans, Ph.D., M.ASCE [email protected]
4Dept. of Civil and Construction Engineering, Oregon State Univ., Corvallis, OR. Email: [email protected]
Anika Walter [email protected]
5Dept. of Geology, Portland State Univ., Portland, OR. Email: [email protected]

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
$142.00
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
$142.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share