Rock and Soil Mechanics ›› 2022, Vol. 43 ›› Issue (1): 1-14.doi: 10.16285/j.rsm.2021.1009

• Fundamental Theroy and Experimental Research •     Next Articles

On water migration and frost heaving characteristics of sand under water vapor recharge

LEI Hua-yang1, 2, 3, ZHANG Wen-zhen1, FENG Shuang-xi1,3, HUO Hai-feng4   

  1. 1. Department of Civil Engineering, Tianjin University, Tianjin 300354, China; 2. Key Laboratory of Coast Civil Structure Safety of Education Ministry, Tianjin University, Tianjin 300354, China; 3. Key Laboratory of Comprehensive Simulation of Engineering Earthquake and Urban-Rural Seismic Resilience, China Earthquake Administration, Tianjin 300350, China; 4. School of Airport, Civil Aviation University of China, Tianjin 300300, China
  • Received:2021-07-06 Revised:2021-11-03 Online:2022-01-10 Published:2022-01-06
  • Supported by:
    This work was supported by the National Key Research and Development Program (2017YFC0805402), the Open Fund Project of the State Key Laboratory of Civil Engineering Disaster Prevention (SLDRCE17-01) and the National Natural Science Foundation of China (52078334).

Abstract: The influence of different initial water contents, cold end temperatures and dry densities on sand water migration was studied using the self-developed water migration and frost heaving testing equipment. The influence of these three factors on frost heaving force and frost heaving capacity and the position of ice peak were determined. The results show that the initial water content and cold end temperature have obvious influence on the soil water migration and frost heaving effect. The water content increases from 0% to 10%, the peak water content increases by 5.00 times. The lateral frost heaving force and the frost heaving amount are increasing, and the ice front position moves up to 2.5 cm in height. The cold end temperature reduces from ?5 ℃ to ?15 ℃, the peak water content increases by 4.38 times. The lateral frost heaving force and the frost heaving amount are increasing, and the position of the ice peak moves up to 2.6 cm in height. Dry density has relatively insignificant influence on water migration and freezing characteristics of specimens. The results show an overall trend of slightly larger increases in specimen water content, lateral frost heaving force and frost heaving amount at smaller dry densities, and the position of the ice peak is concentrated in 2.2 ?2.5 cm in height. The prediction formulas of frost heaving force and frost heaving amount are put forward for different influencing factors, which can provide a reference for understanding the water migration law in sand under water vapor recharge and reasonably preventing frost heaving.

Key words: sand, water migration, frost heaving characteristics, water vapor recharge

CLC Number: 

  • TU 443
[1] ZHANG Sheng, BAI Wei, XU Ding-ping, ZHENG Hong, JIANG Quan, LI Zhi-wei, XIANG Tian-bing, . Experimental and theoretical study on sandstone damage evolution under cyclic loading based on acoustic emission and resistivity monitoring [J]. Rock and Soil Mechanics, 2025, 46(S1): 53-66.
[2] WANG Ning-bo, YAO Yang-ping, LIU Lin, LI Xiang-yu, MAO An-qi, LI Ning, . Unified hardending model for sand considering confining pressure effects [J]. Rock and Soil Mechanics, 2025, 46(S1): 297-308.
[3] QIN Li-ke, GUO Rui-qi, ZHAO Hao-chen, ZHEN Gang, WANG Qi, . Capillary water dynamic distribution of stone relics under environmental evaporation conditions [J]. Rock and Soil Mechanics, 2025, 46(S1): 354-365.
[4] SHEN Yang, SHEN Jia-yi, LIANG Hui, FAN Ke-wei. Triaxial tests on simulated calcareous sand based on 3D printing technology [J]. Rock and Soil Mechanics, 2025, 46(8): 2353-2362.
[5] JIN Gui-xiao, LIN Shao-cong, JIANG Qi-wu, HUANG Ming, LI Xi, . Seepage mathematical model of enzyme-induced calcium carbonate precipitation-treated sandy soil based on the Kozeny-Carman equation [J]. Rock and Soil Mechanics, 2025, 46(8): 2376-2386.
[6] SONG Wei-tao, ZHANG Pei, DU Xiu-li, LIN Qing-tao, . Influence of soil property on ground response during construction of shallow shield tunnel [J]. Rock and Soil Mechanics, 2025, 46(7): 2179-2188.
[7] LEI Rui-de, GU Qing-heng, HU Chao, HE Pei, ZHOU Lin-sen, . Acoustic emission signal characteristics and precursory recognition of rock failure in fractured sandstone [J]. Rock and Soil Mechanics, 2025, 46(7): 2023-2038.
[8] FAN Meng, LI Jing-jun, YANG Zheng-quan, LIU Xiao-sheng, ZHU Kai-bin, ZHAO Jian-ming, . Applicability of standard penetration test based liquefaction assessment methods for sandy soil in deep layer [J]. Rock and Soil Mechanics, 2025, 46(7): 2085-2094.
[9] CHEN Jia-rui, FAN Bao-yun, YE Jian-hong, ZHANG Chun-shun, . Particle breakage and its evolution model of calcareous sand through triaxial tests [J]. Rock and Soil Mechanics, 2025, 46(7): 2095-2105.
[10] HU Feng-hui, FANG Xiang-wei, SHEN Chun-ni, WANG Chun-yan, SHAO Sheng-jun, . Experiment on particle breakage, strength, and dilatancy of coral sand under true triaxial conditions [J]. Rock and Soil Mechanics, 2025, 46(7): 2147-2159.
[11] ZHU Xian-xiang, ZHANG Qi, MA Jun-peng, WANG Yong-jun, MENG Fan-zhen, . Diffusion mechanism of seepage grouting in water-bearing sand layer under slurry-water replacement effect [J]. Rock and Soil Mechanics, 2025, 46(6): 1957-1966.
[12] FU Hai-ying, ZHONG Yu-wei, WANG Xiao-wen, WU Bo-han, YUAN Ran, . Critical state parameter model of sand based on subloading surface theory [J]. Rock and Soil Mechanics, 2025, 46(6): 1788-1798.
[13] QI Kai, WAN Zhi-hui, DAI Guo-liang, HU Tao, ZHOU Feng, ZHANG Peng, . Mechanical properties and microscopic mechanisms of calcareous sand solidified with different grouting materials [J]. Rock and Soil Mechanics, 2025, 46(6): 1825-1838.
[14] NI Zu-jia, QIAO Jiang-mei, ZHANG Jun-kai, TANG Xu-hai, . Determining mechanical property and wave velocity of sandstone by accurate grain-based model and microscale mechanics experiments [J]. Rock and Soil Mechanics, 2025, 46(6): 1865-1880.
[15] LIU Hong-shuai, YANG Jian-sheng, SONG Dong-song, SUN Qiang-qiang, . Centrifuge modeling on ground response of dry sand site under near-fault pulsed and non-pulsed ground motions [J]. Rock and Soil Mechanics, 2025, 46(5): 1429-1441.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!