3 research outputs found

    Ice-lens formation and geometrical supercooling in soils and other colloidal materials

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    We present a new, physically-intuitive model of ice-lens formation and growth during the freezing of soils and other dense, particulate suspensions. Motivated by experimental evidence, we consider the growth of an ice-filled crack in a freezing soil. At low temperatures, ice in the crack exerts large pressures on the crack walls that will eventually cause the crack to split open. We show that the crack will then propagate across the soil to form a new lens. The process is controlled by two factors: the cohesion of the soil, and the geometrical supercooling of the water in the soil; a new concept introduced to measure the energy available to form a new ice lens. When the supercooling exceeds a critical amount (proportional to the cohesive strength of the soil) a new ice lens forms. This condition for ice-lens formation and growth does not appeal to any ad hoc, empirical assumptions, and explains how periodic ice lenses can form with or without the presence of a frozen fringe. The proposed mechanism is in good agreement with experiments, in particular explaining ice-lens pattern formation, and surges in heave rate associated with the growth of new lenses. Importantly for systems with no frozen fringe, ice-lens formation and frost heave can be predicted given only the unfrozen properties of the soil. We use our theory to estimate ice-lens growth temperatures obtaining quantitative agreement with the limited experimental data that is currently available. Finally we suggest experiments that might be performed in order to verify this theory in more detail. The theory is generalizable to complex natural-soil scenarios, and should therefore be useful in the prediction of macroscopic frost heave rates.Comment: Submitted to PR

    Pile Group Prediction Symposium: Summary Volume 1: Sandy Soil

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    DTHF61-86-P-00736This technical sharing report presents the summary of a pile group prediction symposium held on June 17 and 18, 1986 at the University of Maryland campus. Eleven foundation experts representing consulting firms, universities, and Federal and State transportation agencies presented their predictions on the results of single and pile group tests in sands/that were conducted on a site at the Hunter's Point Naval Base, San Francisco, California. The principal objective of the symposium was to evaluate current pile group foundations in sands. Complete reports on pile groups prediction symposium consists of the following: Vol. No. FHWA No, Short Title 1 TS-87-221 Sandy Soil; 2 TS-87-222 Clay Soil; 3 TS-87-223 Appendix A (predictor's reports on sand); 4 TS-87 -224 Appendix B (predictor's reports on clay
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