2018
DOI: 10.1007/978-3-030-01902-0_20
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Influence of Exposure Temperature on Shaft Capacity of Steel Piles in Ice-Poor and Ice-Rich Frozen Soils

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Cited by 5 publications
(1 citation statement)
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“…Thus, it is necessary to research the mechanical characteristics of interface between ice and frozen soil under different conditions. The direct shear test is a conventional way to research the interface properties between frozen soil and structure, which has been accepted by many scholars (Liu et al, 2014;Aldaeef et al, 2018;Yazdani., 2019). Biggar et al (1993) investigated the interface freezing strength between bored pile and saline permafrost through field test in Canadian, it is found that the salt content of frozen soil and temperature affected the freezing strength of frozen soil-pile interface by changing the unfrozen water content in the frozen soil around the pile.…”
Section: Introductionmentioning
confidence: 99%
“…Thus, it is necessary to research the mechanical characteristics of interface between ice and frozen soil under different conditions. The direct shear test is a conventional way to research the interface properties between frozen soil and structure, which has been accepted by many scholars (Liu et al, 2014;Aldaeef et al, 2018;Yazdani., 2019). Biggar et al (1993) investigated the interface freezing strength between bored pile and saline permafrost through field test in Canadian, it is found that the salt content of frozen soil and temperature affected the freezing strength of frozen soil-pile interface by changing the unfrozen water content in the frozen soil around the pile.…”
Section: Introductionmentioning
confidence: 99%