Compression strength and damage model of frozen silty clay in Xing’an Baikal permafrost under temperature effects

Abstract The Daxing’anling, situated within the high-latitude transition zone between continuous and sporadic permafrost, mark the southern boundary of the Northern Hemisphere’s permafrost distribution. The thermally sensitive Xing’an Baikal permafrost in this region was investigated through uniaxia...

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Main Authors: Kezheng Chen, Shuai Huang, Xiujuan Li, Haiping Liu, Yang Yang, Yanjie Liu, Lin Ding
Format: Article
Language:English
Published: Nature Portfolio 2025-07-01
Series:Scientific Reports
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Online Access:https://doi.org/10.1038/s41598-025-06222-3
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author Kezheng Chen
Shuai Huang
Xiujuan Li
Haiping Liu
Yang Yang
Yanjie Liu
Lin Ding
author_facet Kezheng Chen
Shuai Huang
Xiujuan Li
Haiping Liu
Yang Yang
Yanjie Liu
Lin Ding
author_sort Kezheng Chen
collection DOAJ
description Abstract The Daxing’anling, situated within the high-latitude transition zone between continuous and sporadic permafrost, mark the southern boundary of the Northern Hemisphere’s permafrost distribution. The thermally sensitive Xing’an Baikal permafrost in this region was investigated through uniaxial compression tests on remolded silty clay under controlled freezing temperatures (− 7.5 to − 0.5 °C). Results revealed a triphasic strength-temperature relationship: strength increased at 79.99 kPa/°C between − 0.5 and − 2.0 °C, surged to 1842.00 kPa/°C from − 2.0 to − 3.0 °C, then declined to 316.20 kPa/°C below − 3.0 °C. A brittle-ductile transition occurred at − 3.0 °C, shifting failure modes from plastic to brittle deformation. Building on Lemaitre’s strain equivalence principle and Weibull statistics, we developed a dual-variable damage model integrating thermal and mechanical damage, enabling quantitative cryogenic damage assessment, coupled damage evolution equations, and full temperature-regime stress–strain predictions. This work advances theoretical tools for engineering stability evaluation in the Xing’an Baikal permafrost environments.
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issn 2045-2322
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spelling doaj-art-d4fcf3bc6a164f86b0ef1875ee7e25e72025-08-20T03:03:37ZengNature PortfolioScientific Reports2045-23222025-07-0115111810.1038/s41598-025-06222-3Compression strength and damage model of frozen silty clay in Xing’an Baikal permafrost under temperature effectsKezheng Chen0Shuai Huang1Xiujuan Li2Haiping Liu3Yang Yang4Yanjie Liu5Lin Ding6College of Mechanical and Electrical Engineering, Northeast Forestry UniversityKey Laboratory of Sustainable Forest Ecosystem Management (Ministry of Education), School of Ecology, Northeast Forestry UniversitySchool of Civil Engineering, Heilongjiang UniversityCollege of Civil and Architectural Engineering, Heilongjiang Institute of TechnologyCollege of Civil and Architectural Engineering, Heilongjiang Institute of TechnologySchool of Civil Engineering, Heilongjiang UniversityCollege of Mechanical and Electrical Engineering, Northeast Forestry UniversityAbstract The Daxing’anling, situated within the high-latitude transition zone between continuous and sporadic permafrost, mark the southern boundary of the Northern Hemisphere’s permafrost distribution. The thermally sensitive Xing’an Baikal permafrost in this region was investigated through uniaxial compression tests on remolded silty clay under controlled freezing temperatures (− 7.5 to − 0.5 °C). Results revealed a triphasic strength-temperature relationship: strength increased at 79.99 kPa/°C between − 0.5 and − 2.0 °C, surged to 1842.00 kPa/°C from − 2.0 to − 3.0 °C, then declined to 316.20 kPa/°C below − 3.0 °C. A brittle-ductile transition occurred at − 3.0 °C, shifting failure modes from plastic to brittle deformation. Building on Lemaitre’s strain equivalence principle and Weibull statistics, we developed a dual-variable damage model integrating thermal and mechanical damage, enabling quantitative cryogenic damage assessment, coupled damage evolution equations, and full temperature-regime stress–strain predictions. This work advances theoretical tools for engineering stability evaluation in the Xing’an Baikal permafrost environments.https://doi.org/10.1038/s41598-025-06222-3Xing’an Baikal permafrostSilty clayCompression strengthDamage model
spellingShingle Kezheng Chen
Shuai Huang
Xiujuan Li
Haiping Liu
Yang Yang
Yanjie Liu
Lin Ding
Compression strength and damage model of frozen silty clay in Xing’an Baikal permafrost under temperature effects
Scientific Reports
Xing’an Baikal permafrost
Silty clay
Compression strength
Damage model
title Compression strength and damage model of frozen silty clay in Xing’an Baikal permafrost under temperature effects
title_full Compression strength and damage model of frozen silty clay in Xing’an Baikal permafrost under temperature effects
title_fullStr Compression strength and damage model of frozen silty clay in Xing’an Baikal permafrost under temperature effects
title_full_unstemmed Compression strength and damage model of frozen silty clay in Xing’an Baikal permafrost under temperature effects
title_short Compression strength and damage model of frozen silty clay in Xing’an Baikal permafrost under temperature effects
title_sort compression strength and damage model of frozen silty clay in xing an baikal permafrost under temperature effects
topic Xing’an Baikal permafrost
Silty clay
Compression strength
Damage model
url https://doi.org/10.1038/s41598-025-06222-3
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