3 research outputs found
Ice-lens formation and geometrical supercooling in soils and other colloidal materials
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
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
Nationally Coordinated Program of Highway Research, Development and Technology: Annual Progress Report, Executive Summary, Fiscal Year 1989
Nationally Coordinated Program of Highway Research, Development and Technology: Annual Progress Report, Executive Summary, Fiscal Year 198