Journal article
Influence of colloidal silica grout on liquefaction potential and cyclic undrained behavior of loose sand
Soil dynamics and earthquake engineering (1984), Vol.22(9), pp.1017-1026
2002
Featured in Collection : UN Sustainable Development Goals @ Drexel
Abstract
Cyclic triaxial tests were performed to investigate the influence of colloidal silica grout on the deformation properties of saturated loose sand. Distinctly different deformation properties were observed between grouted and ungrouted samples. Untreated samples developed very little axial strain prior to the onset of liquefaction. However, once liquefaction was triggered, large strains occurred rapidly and the samples collapsed within a few additional loading cycles. In contrast, grouted sand samples experienced very little strain during cyclic loading. Additionally, the strain accumulated uniformly throughout loading rather than rapidly prior to collapse and the samples never collapsed. Cyclic triaxial tests were done on samples stabilized with colloidal silica at concentrations of 5, 10, 15, and 20%. In general, samples stabilized with higher concentrations of colloidal silica experienced very little strain during cyclic loading. Sands stabilized with lower concentrations tolerated cyclic loading well, but experienced slightly more strain. Thus, treatment with colloidal silica grout significantly increased the deformation resistance of loose sand to cyclic loading.
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Details
- Title
- Influence of colloidal silica grout on liquefaction potential and cyclic undrained behavior of loose sand
- Creators
- Patricia M Gallagher - Drexel UniversityJames K Mitchell - Virginia Tech
- Publication Details
- Soil dynamics and earthquake engineering (1984), Vol.22(9), pp.1017-1026
- Publisher
- Elsevier
- Resource Type
- Journal article
- Language
- English
- Academic Unit
- [Retired Faculty]
- Identifiers
- 991019167755704721
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- Collaboration types
- Domestic collaboration
- Web of Science research areas
- Engineering, Geological
- Geosciences, Multidisciplinary