Engineering Characterization and Cyclic Failure of Diatomaceous Earth
Publication: Geo-Congress 2024
ABSTRACT
The increasing interest in studying diatomaceous earth stems from the challenges posed by their presence in various engineering projects, such as the US 97 at Wickiup Junction project in Oregon. Diatomaceous earth consists of fossilized remains of diatoms, which have a highly varied and interlocking shape, giving the impression of strength until the skeletons crush under excessive stress. The engineering properties and cyclic performance of diatomaceous earth are not well understood. This paper presents and discusses the results of geotechnical laboratory tests conducted on diatomaceous earth from Northern California, including grain-size distribution, Atterberg limits, specific gravity, direct shear, and 1-D consolidation. The soil’s performance under cyclic stress was evaluated through a series of cyclic triaxial shear tests. The required numbers of cycles to cause the cyclic failure of the diatomaceous earth sample under two confining pressures (103 and 52 kPa) were presented. The cyclic stress-strain responses of diatomaceous earth exhibit characteristics of cyclic softening, similar to behaviors of clay-like soils.
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REFERENCES
ASTM. ASTM D854. (2014). Standard Test Methods for Specific Gravity of Soil Solids by Water Pycnometer.
ASTM. ASTM D2435. (2011). Standard Test Methods for One-Dimensional Consolidation Properties of Soils Using Incremental Loading.
ASTM. ASTM D3080. (2012). Standard Test Method for Direct Shear Test of Soils Under Consolidated Drained Conditions.
ASTM. ASTM D4318. (2018). Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils.
ASTM. ASTM D5311. (2012). Standard Test Method for Load Controlled Cyclic Triaxial Strength of Soil.
ASTM. ASTM D6913. (2017). Standard Test Method for Particle Size Distribution (Gradation) of Soils Using Sieve Analysis.
ASTM. ASTM D7928. (2021). Standard Test Method for Particle-Size Distribution (Gradation) of Fine-Grained Soils Using the Sedimentation (Hydrometer) Analysis.
Boulanger, R. W., and Idriss, I. M. (2004). Evaluating the potential for liquefaction or cyclic failure of silts and clays (p. 131). Davis, California: Center for Geotechnical Modeling.
Caicedo, B., Mendoza, C., López, F., and Lizcano, A. (2018). “Behavior of diatomaceous soil in lacustrine deposits of Bogotá, Colombia”. Journal of rock mechanics and geotechnical engineering, 10(2), 367–379.
Day, R. W. (1995). “Engineering properties of diatomaceous fill.” Journal of Geotechnical Engineering, 121(12), 908–910.
Díaz-Rodríguez, J. A. (2003). “Characterization and engineering properties of Mexico City lacustrine soils.” In: Characterization and Engineering Properties of Natural Soils. A.A. Balkema, pp. 725–756.
Díaz-Rodríguez, J. A. (2011). “Diatomaceous soils: monotonic behavior.” In: Proceedings of the International Symposium on Deformation Characteristics of Geomaterials. Taylor and Francis.
Evans, T. M., and Moug, D. (2020). “Diatomaceous soils: A less than cromulent engineering material.” In Geotechnics for sustainable infrastructure development (pp. 709–716). Springer Singapore.
Hong, Z., Tateishi, Y., and Han, J. (2006). “Experimental study of macro- and microbehavior of natural diatomite.” J. Geotech. Geoenviron. Eng. 132 (5), 603–610.
Moyle, P. R., and Dolley T. P. (2003). “With or without Salt, a Comparison of Marine and Continental-lacustrine Diatomite Deposits.” Version 1.0. ed. U.S. Geological Survey Bulletin; 2209. Reston, Va.]: U.S. Dept. of the Interior, U.S. Geological Survey.
ODOT (Oregon DOT). (2017). Preliminary Feasibility Study: US 97 at Wickiup Junction (La Pine) Section, The Dalles-California Highway, Key Number - 09679, La Pine, Oregon. Portland, Oregon: Cornforth Consultants.
Ovalle, C., and Arenaldi-Perisic, G. (2020). “Mechanical behavior of undisturbed diatomaceous soil.” Marine Georesources and Geotechnology, 39(5), 623–630
Shiwakoti, D. R., Tanaka, H., Tanaka, M., and Locat, J. (2002). “Influences of diatom microfossils on engineering properties of soils.” Soils and Foundations, 42(3), 1–17.
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.” Journal of Rock Mechanics and Geotechnical Engineering, 13(2), 431–445.
Wang, J., Chin T., Moug D., and Evans T. M. (2022). “On the Liquid Limit of Diatomaceous Soils: Complex Behavior of a Non-Standard Material.” Geo-Congress 2022.
Wiemer, G., and Kopf, A. (2017). “Influence of diatom microfossils on sediment shear strength and slope stability.” Geochemistry, Geophysics, Geosystems, 18(1), 333–345.
Yazdani, E., Wang, J., and Evans, T. M. (2021). “Case study of a driven pile foundation in diatomaceous soil. II: Pile installation, dynamic analysis, and pore pressure generation.” Journal of Rock Mechanics and Geotechnical Engineering, 13(2), 446–456.
Ziotopoulou, K., and Boulanger, R. W. (2012). “Constitutive modeling of duration and overburden effects in liquefaction evaluations.” In Proc., 2nd Int. Conf. on Performance-Based Design in Earthquake Geotechnical Engineering. Oakland, CA: Earthquake Engineering Research Institute.
Zuluaga-Astudillo, D., Ruge, J. C., Camacho-Tauta, J., Reyes-Ortiz, O., and Caicedo-Hormaza, B. (2022). “Diatomaceous Soils and Advances in Geotechnical Engineering—Part I.” Applied Sciences, 13(1), 549.
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Published online: Feb 22, 2024
ASCE Technical Topics:
- Analysis (by type)
- Construction engineering
- Construction management
- Engineering fundamentals
- Failure analysis
- Geomechanics
- Geotechnical engineering
- Laboratory tests
- Project management
- Shear tests
- Soil dynamics
- Soil mechanics
- Soil properties
- Soil stress
- Stress (by type)
- Stress strain relations
- Structural analysis
- Structural engineering
- Tests (by type)
- Triaxial tests
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