Rock and Soil Mechanics ›› 2025, Vol. 46 ›› Issue (9): 2894-2906.doi: 10.16285/j.rsm.2024.1368

• Fundamental Theory and Experimental Research • Previous Articles     Next Articles

Freeze-thaw effect of macro- and micro-properties of lime-metakaolin stabilized archaeological soil under varying water contents

LI Xin-ming1, HE Yong-fei1, TAN Yun-zhi2, REN Ke-bin3, ZHANG Xian-wei4, YIN Song1   

  1. 1. School of Civil Engineering and Architecture, Zhongyuan University of Technology, Zhengzhou, Henan 450007, China; 2. Key Laboratory of Geological Hazards on Three Gorges Reservoir Area of Ministry of Education, China Three Gorges University, Yichang, Hubei 443002, China; 3. Henan Provincial Architectural Heritage Protection and Research Institute, Zhengzhou, Henan 450007, China; 4. State Key Laboratory of Geomechanics and Geotechnical Engineering Safety, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China
  • Received:2024-11-05 Accepted:2025-02-05 Online:2025-09-10 Published:2025-09-05
  • Supported by:
    This work was supported by the Henan Outstanding Youth Science Foundation (242300421153) and the Research Fund of State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences (SKLGME022027).

Abstract: The erosion degree at the root of the earthen site often exhibits variations with the height, correlating with the soil’s moisture content. This study investigates the effects of freeze-thaw cycles on the apparent morphology, mass loss, unconfined compressive strength, color difference, phase composition, and microstructure of lime-metakaolin (L-MK) improved soil under varying moisture (0−3%, 0−6%, 0−9%, 0−12%). All experiments used natural hydraulic lime (NHL) improved soil as the control. Results indicate that the surface deterioration and mass loss of L-MK and NHL improved soil samples correlate positively with the number of freeze-thaw cycles and moisture content. A threshold exists in the influence of moisture content on the compressive strength of L-MK improved soil samples. At a 0−3% moisture content range, compressive strength increases with freeze-thaw cycles. Beyond this, strength decreases inversely with freeze-thaw cycles, with the most significant drop occurring in the first cycle. In earthen site restoration projects, the soil at high moisture positions should be closely monitored and reinforced during the initial freeze-thaw stage. Microscopic analysis reveals that increasing moisture content leads to pore development in the improved soil’s microstructure after freeze-thaw erosion, accompanied by a noticeable reduction in hydration products like calcium silicate hydrate (CSH) and calcium aluminate hydrate (CAH). NHL improved soil exhibits recognizable color differences, while L-MK improved soil shows slight or perceptible changes. L-MK improved soil satisfies the restoration requirements for earthen heritage sites.

Key words: earthen site, lime-metakaolin, water content gradient, freezing-thawing

CLC Number: 

  • TU443
[1] QU Jun-tong, SHI Qi-zhuang, GUO Ying-jie, ZHANG Xiang, LIU Yi, JIANG De-yang. Characteristics and damage mechanisms of ice deposits under freeze-thaw cycles [J]. Rock and Soil Mechanics, 2025, 46(9): 2859-2872.
[2] CUI Kai, YU Xiang-peng, WU Guo-peng, XU Peng-fei, GE Cheng-rui, . Reinforcement mechanism of fissure grouting in earthen sites under pile-slurry combination [J]. Rock and Soil Mechanics, 2024, 45(S1): 607-618.
[3] CHEN Wen-wu, WANG Ke-yu, QI Qiang, ZHANG Shao-ran, WANG Li, . Migration patterns and occurrence laws of salinity in earthen sites in the northwest region under alternating precipitation and evaporation conditions [J]. Rock and Soil Mechanics, 2024, 45(8): 2209-2220.
[4] GUO Qing-lin, LI Ping, ZHANG Bo, PEI Qiang-qiang, WANG Yang-wu, SHUI Bi-wen, SUN Man-li. Laboratory test of micro-nano Ca(OH)2 reinforced earthen sites [J]. Rock and Soil Mechanics, 2023, 44(8): 2221-2228.
[5] ZHANG Jian-xin, MA Chang-hu, LANG Rui-qing, SUN Li-qiang, YANG Ai-wu, LI Di, . Experimental study on mechanical properties of coastal remolded soft soil subjected to the freeze-thaw cycle under confining pressure [J]. Rock and Soil Mechanics, 2023, 44(7): 1863-1874.
[6] LI Xin-ming, ZHANG Hao-yang, WU Di, GUO Yan-rui, REN Ke-bin, TAN Yun-zhi, . Strength deterioration characteristics of lime-metakaolin improved earthen site soil under freeze-thaw cycles [J]. Rock and Soil Mechanics, 2023, 44(6): 1593-1603.
[7] ZHANG Ling-kai, CUI Zi-yan, . Compression and permeability characteristics of expansive soil under drying-wetting-freezing-thawing cycles [J]. Rock and Soil Mechanics, 2023, 44(3): 728-740.
[8] CUI Kai, YU Xiang-peng, PEI Qiang-qiang, WANG Xiao-hai, XU Peng-fei, . Influence of grouting mode on the adhesion property of slurry-soil interface for fissure reinforcement of earthen sites [J]. Rock and Soil Mechanics, 2021, 42(6): 1501-1511.
[9] LIU Jie, ZHANG Han, WANG Rui-hong, WANG Fang, HE Zhuo-wen, . Investigation of progressive damage and deterioration of sandstone under freezing-thawing cycle [J]. Rock and Soil Mechanics, 2021, 42(5): 1381-1394.
[10] TANG Li-yun, WANG Xin, QIU Pei-yong, JIN Long, . Study on shear performance of soil-rock mixture at the freezing-thawing interface in permafrost regions [J]. Rock and Soil Mechanics, 2020, 41(10): 3225-3235.
[11] HE Fa-guo, LÜ Ran, SU Hua-zhong, ZHOU Jin, ZHANG Jing-ke, WANG Nan, . Durability test and reinforced mechanism on adding SH materials into soil of archaeological sites [J]. Rock and Soil Mechanics, 2019, 40(S1): 297-307.
[12] CUI Kai, HUANG Jing-jing, CHEN Wen-wu, WANG Dong-hua, HAN Ning, . Research on selection of anchor slurry and performance of mixed quick lime in earthen sites [J]. Rock and Soil Mechanics, 2019, 40(6): 2183-2191.
[13] ZHANG Jing-ke, SHAN Ting-ting, WANG Yu-chao, WANG Nan, FAN Meng, ZHAO Lin-yi, . Mechanical properties of soil-grout interface of anchor system in earthen sites [J]. Rock and Soil Mechanics, 2019, 40(3): 903-912.
[14] CHEN Wen-wu, ZHANG Qi-yong, LIU Hong-wei, . Infiltration grouting diffusion law of SH agent in earthen sites [J]. Rock and Soil Mechanics, 2019, 40(2): 429-435.
[15] CUI Kai, FENG Fei, CHEN Wen-wu, WANG Xiao-hai, CHENG Fu-qiang, . Study on the mechanical compatibility of fissure grouting slurry with quick lime and grouting technology optimization in earthen sites [J]. Rock and Soil Mechanics, 2019, 40(12): 4627-4636.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!