Ground Freezing Under the Most Adverse Conditions: Moving Groundwater

Society for Mining, Metallurgy & Exploration
Paul C. Schmall Arthur B. Corwin Lucian P. Spiteri
Organization:
Society for Mining, Metallurgy & Exploration
Pages:
9
File Size:
876 KB
Publication Date:
Jan 1, 2007

Abstract

Moving groundwater is generally recognized as the most adversarial condition for ground freezing. Moving groundwater can occur due to natural or man-induced groundwater flow, but either way may result in freeze formation difficulties. History has shown that if the condition goes undetected, catastrophic failure of the frozen shaft or excavation can occur. The success of ground freezing under potentially flowing groundwater conditions depends on an evaluation of the likelihood for this condition; an accurate and early diagnosis, with a careful evaluation of freeze pipe temperatures and piezometer water levels; and timely reaction to mitigate the possible delays. Successful remedial measures have included the reduction of ground permeability by modifying the soil properties between the freeze pipes with various kinds of grouting, or increasing the freezing effect by adding freeze pipes and/or the use of liquid nitrogen as the freezing agent.
Citation

APA: Paul C. Schmall Arthur B. Corwin Lucian P. Spiteri  (2007)  Ground Freezing Under the Most Adverse Conditions: Moving Groundwater

MLA: Paul C. Schmall Arthur B. Corwin Lucian P. Spiteri Ground Freezing Under the Most Adverse Conditions: Moving Groundwater. Society for Mining, Metallurgy & Exploration, 2007.

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