Sensitivity of Permafrost Adjacent to Bored Pile in Wetland Tundra During Concrete Hydration Heating

Ziying Liu; Tianlai Yu; Lipeng Gu; Ning Yan; Hongxiang Zhang; Zhihai Piao

doi:doi:10.11648/j.ajce.20200802.13

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Sensitivity of Permafrost Adjacent to Bored Pile in Wetland Tundra During Concrete Hydration Heating

Ziying Liu, Tianlai Yu, Lipeng Gu, Ning Yan, Hongxiang Zhang, Zhihai Piao

Published in American Journal of Civil Engineering (Volume 8, Issue 2)

Received: 1 May 2020 Accepted: 11 May 2020 Published: 18 May 2020

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Abstract

The permafrost in wetland area is very sensitive to temperature change due to its special geological conditions. By observing the temperature data of the pile-soil junction of the bored concrete pile, as well as measuring the geotechnical parameters and thermophysical parameters of the soil around the pile, it statistically analyzes the significant correlation factors related to the time when the temperature of the pile-soil junction rises to the peak, including the dry density and liquid index of the frozen soil. The formula for calculating peak time is summarized and the fitting effect is compared. The results show that peak time is positively correlated with dry density and obeys cubic curve. It is negatively correlated with the liquid index and follows the growth function curve. The peak time was not significantly correlated with the buried depth of the temperature sensor, peak temperature corresponding to the peak time, natural ground temperature, original temperature of pile wall, soil thermal conductivity, volume heat capacity, natural moisture content and plasticity index of frozen soil. The influence of concrete ratio on peak time is significant, and its correction coefficient follows S-shaped curve.

Published in	American Journal of Civil Engineering (Volume 8, Issue 2)
DOI	10.11648/j.ajce.20200802.13
Page(s)	37-47
Creative Commons	This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.
Copyright	Copyright © The Author(s), 2020. Published by Science Publishing Group

Keywords

Wetland Permafrost Area, Temperature Sensitivity, Concrete Hydration Heating, Peak Time, Dry Density, Liquidity Index

References

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APA Style

Ziying Liu, Tianlai Yu, Lipeng Gu, Ning Yan, Hongxiang Zhang, et al. (2020). Sensitivity of Permafrost Adjacent to Bored Pile in Wetland Tundra During Concrete Hydration Heating. American Journal of Civil Engineering, 8(2), 37-47. https://doi.org/10.11648/j.ajce.20200802.13

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ACS Style

Ziying Liu; Tianlai Yu; Lipeng Gu; Ning Yan; Hongxiang Zhang, et al. Sensitivity of Permafrost Adjacent to Bored Pile in Wetland Tundra During Concrete Hydration Heating. Am. J. Civ. Eng. 2020, 8(2), 37-47. doi: 10.11648/j.ajce.20200802.13

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AMA Style

Ziying Liu, Tianlai Yu, Lipeng Gu, Ning Yan, Hongxiang Zhang, et al. Sensitivity of Permafrost Adjacent to Bored Pile in Wetland Tundra During Concrete Hydration Heating. Am J Civ Eng. 2020;8(2):37-47. doi: 10.11648/j.ajce.20200802.13

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@article{10.11648/j.ajce.20200802.13,
  author = {Ziying Liu and Tianlai Yu and Lipeng Gu and Ning Yan and Hongxiang Zhang and Zhihai Piao},
  title = {Sensitivity of Permafrost Adjacent to Bored Pile in Wetland Tundra During Concrete Hydration Heating},
  journal = {American Journal of Civil Engineering},
  volume = {8},
  number = {2},
  pages = {37-47},
  doi = {10.11648/j.ajce.20200802.13},
  url = {https://doi.org/10.11648/j.ajce.20200802.13},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20200802.13},
  abstract = {The permafrost in wetland area is very sensitive to temperature change due to its special geological conditions. By observing the temperature data of the pile-soil junction of the bored concrete pile, as well as measuring the geotechnical parameters and thermophysical parameters of the soil around the pile, it statistically analyzes the significant correlation factors related to the time when the temperature of the pile-soil junction rises to the peak, including the dry density and liquid index of the frozen soil. The formula for calculating peak time is summarized and the fitting effect is compared. The results show that peak time is positively correlated with dry density and obeys cubic curve. It is negatively correlated with the liquid index and follows the growth function curve. The peak time was not significantly correlated with the buried depth of the temperature sensor, peak temperature corresponding to the peak time, natural ground temperature, original temperature of pile wall, soil thermal conductivity, volume heat capacity, natural moisture content and plasticity index of frozen soil. The influence of concrete ratio on peak time is significant, and its correction coefficient follows S-shaped curve.},
 year = {2020}
}

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TY  - JOUR
T1  - Sensitivity of Permafrost Adjacent to Bored Pile in Wetland Tundra During Concrete Hydration Heating
AU  - Ziying Liu
AU  - Tianlai Yu
AU  - Lipeng Gu
AU  - Ning Yan
AU  - Hongxiang Zhang
AU  - Zhihai Piao
Y1  - 2020/05/18
PY  - 2020
N1  - https://doi.org/10.11648/j.ajce.20200802.13
DO  - 10.11648/j.ajce.20200802.13
T2  - American Journal of Civil Engineering
JF  - American Journal of Civil Engineering
JO  - American Journal of Civil Engineering
SP  - 37
EP  - 47
PB  - Science Publishing Group
SN  - 2330-8737
UR  - https://doi.org/10.11648/j.ajce.20200802.13
AB  - The permafrost in wetland area is very sensitive to temperature change due to its special geological conditions. By observing the temperature data of the pile-soil junction of the bored concrete pile, as well as measuring the geotechnical parameters and thermophysical parameters of the soil around the pile, it statistically analyzes the significant correlation factors related to the time when the temperature of the pile-soil junction rises to the peak, including the dry density and liquid index of the frozen soil. The formula for calculating peak time is summarized and the fitting effect is compared. The results show that peak time is positively correlated with dry density and obeys cubic curve. It is negatively correlated with the liquid index and follows the growth function curve. The peak time was not significantly correlated with the buried depth of the temperature sensor, peak temperature corresponding to the peak time, natural ground temperature, original temperature of pile wall, soil thermal conductivity, volume heat capacity, natural moisture content and plasticity index of frozen soil. The influence of concrete ratio on peak time is significant, and its correction coefficient follows S-shaped curve.
VL  - 8
IS  - 2
ER  -

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Author Information

Ziying Liu

College of Civil Engineering, Northeast Forestry University, Harbin, China
Tianlai Yu

College of Civil Engineering, Northeast Forestry University, Harbin, China
Lipeng Gu

College of Civil Engineering, Northeast Forestry University, Harbin, China
Ning Yan

College of Civil Engineering, Northeast Forestry University, Harbin, China
Hongxiang Zhang

College of Civil Engineering, Northeast Forestry University, Harbin, China
Zhihai Piao

Research and Development Center, Longjian Road and Bridge Co., LTD, Harbin, China

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Plain Text BibTeX RIS

APA Style

Ziying Liu, Tianlai Yu, Lipeng Gu, Ning Yan, Hongxiang Zhang, et al. (2020). Sensitivity of Permafrost Adjacent to Bored Pile in Wetland Tundra During Concrete Hydration Heating. American Journal of Civil Engineering, 8(2), 37-47. https://doi.org/10.11648/j.ajce.20200802.13

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ACS Style

Ziying Liu; Tianlai Yu; Lipeng Gu; Ning Yan; Hongxiang Zhang, et al. Sensitivity of Permafrost Adjacent to Bored Pile in Wetland Tundra During Concrete Hydration Heating. Am. J. Civ. Eng. 2020, 8(2), 37-47. doi: 10.11648/j.ajce.20200802.13

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AMA Style

Ziying Liu, Tianlai Yu, Lipeng Gu, Ning Yan, Hongxiang Zhang, et al. Sensitivity of Permafrost Adjacent to Bored Pile in Wetland Tundra During Concrete Hydration Heating. Am J Civ Eng. 2020;8(2):37-47. doi: 10.11648/j.ajce.20200802.13

Copy | Download

@article{10.11648/j.ajce.20200802.13,
  author = {Ziying Liu and Tianlai Yu and Lipeng Gu and Ning Yan and Hongxiang Zhang and Zhihai Piao},
  title = {Sensitivity of Permafrost Adjacent to Bored Pile in Wetland Tundra During Concrete Hydration Heating},
  journal = {American Journal of Civil Engineering},
  volume = {8},
  number = {2},
  pages = {37-47},
  doi = {10.11648/j.ajce.20200802.13},
  url = {https://doi.org/10.11648/j.ajce.20200802.13},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20200802.13},
  abstract = {The permafrost in wetland area is very sensitive to temperature change due to its special geological conditions. By observing the temperature data of the pile-soil junction of the bored concrete pile, as well as measuring the geotechnical parameters and thermophysical parameters of the soil around the pile, it statistically analyzes the significant correlation factors related to the time when the temperature of the pile-soil junction rises to the peak, including the dry density and liquid index of the frozen soil. The formula for calculating peak time is summarized and the fitting effect is compared. The results show that peak time is positively correlated with dry density and obeys cubic curve. It is negatively correlated with the liquid index and follows the growth function curve. The peak time was not significantly correlated with the buried depth of the temperature sensor, peak temperature corresponding to the peak time, natural ground temperature, original temperature of pile wall, soil thermal conductivity, volume heat capacity, natural moisture content and plasticity index of frozen soil. The influence of concrete ratio on peak time is significant, and its correction coefficient follows S-shaped curve.},
 year = {2020}
}

Copy | Download

TY  - JOUR
T1  - Sensitivity of Permafrost Adjacent to Bored Pile in Wetland Tundra During Concrete Hydration Heating
AU  - Ziying Liu
AU  - Tianlai Yu
AU  - Lipeng Gu
AU  - Ning Yan
AU  - Hongxiang Zhang
AU  - Zhihai Piao
Y1  - 2020/05/18
PY  - 2020
N1  - https://doi.org/10.11648/j.ajce.20200802.13
DO  - 10.11648/j.ajce.20200802.13
T2  - American Journal of Civil Engineering
JF  - American Journal of Civil Engineering
JO  - American Journal of Civil Engineering
SP  - 37
EP  - 47
PB  - Science Publishing Group
SN  - 2330-8737
UR  - https://doi.org/10.11648/j.ajce.20200802.13
AB  - The permafrost in wetland area is very sensitive to temperature change due to its special geological conditions. By observing the temperature data of the pile-soil junction of the bored concrete pile, as well as measuring the geotechnical parameters and thermophysical parameters of the soil around the pile, it statistically analyzes the significant correlation factors related to the time when the temperature of the pile-soil junction rises to the peak, including the dry density and liquid index of the frozen soil. The formula for calculating peak time is summarized and the fitting effect is compared. The results show that peak time is positively correlated with dry density and obeys cubic curve. It is negatively correlated with the liquid index and follows the growth function curve. The peak time was not significantly correlated with the buried depth of the temperature sensor, peak temperature corresponding to the peak time, natural ground temperature, original temperature of pile wall, soil thermal conductivity, volume heat capacity, natural moisture content and plasticity index of frozen soil. The influence of concrete ratio on peak time is significant, and its correction coefficient follows S-shaped curve.
VL  - 8
IS  - 2
ER  -

Copy | Download