2005
DOI: 10.1139/t04-109
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Mathematical descriptions for the behaviour of ice-rich frozen soils at temperatures close to 0 °C

Abstract: With the use of creep and constant strain rate (CSR) tests, mathematical formulations were found that describe the thermomechanical behaviour of ice-rich frozen soils. A Glen-type relationship was chosen for the formulation of minimum creep strain rates at temperatures between –4 °C and –1 °C. The shear strength of the material could be described by a Mohr–Coulomb failure criterion. Furthermore, it was possible to compare the creep behaviour with the strength of similar soils under constant strain rates. The m… Show more

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Cited by 158 publications
(138 citation statements)
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“…Active glacial till slopes with low strength are usually vulnerable, and their failure can occur when the air temperature is above 0 • C (Arenson and Springman, 2005). Rainfall or ice melt water induced by air temperature can trigger a failure (Fig.…”
Section: Failure Of Glacial Tillmentioning
confidence: 99%
See 1 more Smart Citation
“…Active glacial till slopes with low strength are usually vulnerable, and their failure can occur when the air temperature is above 0 • C (Arenson and Springman, 2005). Rainfall or ice melt water induced by air temperature can trigger a failure (Fig.…”
Section: Failure Of Glacial Tillmentioning
confidence: 99%
“…Periglacial debris flows can be initiated by rainfall (Stoffel et al, 2011;Schneuwly-Bollschweiler and Stoffel, 2012), glacial meltwater flow or ice particle ablation (Arenson and Springman, 2005;Decaulne et al, 2005) or outburst floods from glacier lakes (Chiarle et al, 2007) in different parts of the world; however, multiple triggers of a single event have rarely been studied. Because debris flows are commonly triggered by rainfall (Sassa and Wang, 2005;Decaulne et al, 2007;Kean et al, 2013;Takahashi, 2014), the rainfall threshold, intensity and duration have been widely used for debris flow monitoring and to provide event warnings in non-glacier areas (Guzzetti et al, 2008).…”
Section: Introductionmentioning
confidence: 99%
“…However, at very large strains, ice bonding fails, destroying the cohesive effect, and the strength of the frozen material approaches that of the equivalent unfrozen soil. Volumetric air contents of up to 25% have been recorded in intact rock glacier samples (Arenson and Springman, 2005a); they resulted in volumetric strains of >10% during triaxial compression at an axial creep strain of 20%. An increase in strain rate results in an increase in frozen ground strength, but also in a change towards a brittle behaviour.…”
Section: Geotechnical Propertiesmentioning
confidence: 99%
“…Defining the relevant stress state variables is essential for developing constitutive models for such a material. Total stress based models have been widely used in the literature to describe the mechanical behavior of frozen soils (Arenson and Springman 2005;Qi et al 2013;Wang et al 2014;Xu 2014). However, working with total stress, description of soil behavior in the presence of unfrozen water will face some significant difficulties which are not clearly addressed.…”
Section: Introductionmentioning
confidence: 99%