中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Dynamic Development Law of Expansive Soil Cracks Under Environmental Influence

文献类型:期刊论文

作者Guo, Jianhua1,2; Ding, Gang1; Wang, Hanhui1
刊名INTERNATIONAL JOURNAL OF CIVIL ENGINEERING
出版日期2024-02-09
页码14
关键词Expansive soil Dynamic development of fractures Relative humidity Instrument development
ISSN号1735-0522
DOI10.1007/s40999-023-00938-x
英文摘要Crack propagation tests are conducted on expansive soil under various temperature (15 degrees C, 20 degrees C, 25 degrees C, and 30 degrees C) and relative humidity (31%, 43%, 52%, and 67%) conditions. An innovative method for determining the volumetric crack rate is proposed, and the following conclusions are drawn. (1) The rate of water evaporation in soil samples plays a decisive role in the expansion of apparent cracks in expansive soil. (2) The higher the environmental temperature is, the higher the cracking water content and the lower the stable water content. When the environmental humidity is high, the lower the cracking moisture content is, the higher the stable moisture content. (3) There is a unified law for the expansion of apparent cracks in expansive soil under different environmental factors. The variations in the plane crack rate over time under different conditions are found to conform to the logistic law. (4) The volumetric fracture rate is a key indicator that comprehensively reflects the degree of fracture development. With increasing environmental temperature, the fracture volume increases from 9 to 11%. With increasing environmental humidity, the fracture volume decreases from 10 to 7.5%. (5) When the evaporation of water and the exchange of air reach equilibrium, the moisture stress in the soil is balanced, and the cracks expand to a stable state.
资助项目China Postdoctoral Science Foundation[2023M740368] ; Hubei Key Laboratory of Disaster Prevention and Mitigation (China Three Gorges University)[2023KJZ20]
WOS研究方向Engineering
语种英语
WOS记录号WOS:001159601700001
出版者SPRINGER INT PUBL AG
源URL[http://119.78.100.198/handle/2S6PX9GI/40596]  
专题中科院武汉岩土力学所
通讯作者Guo, Jianhua
作者单位1.Changjiang Inst Survey Planning Design & Res Corp, Wuhan 430010, Peoples R China
2.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China
推荐引用方式
GB/T 7714
Guo, Jianhua,Ding, Gang,Wang, Hanhui. Dynamic Development Law of Expansive Soil Cracks Under Environmental Influence[J]. INTERNATIONAL JOURNAL OF CIVIL ENGINEERING,2024:14.
APA Guo, Jianhua,Ding, Gang,&Wang, Hanhui.(2024).Dynamic Development Law of Expansive Soil Cracks Under Environmental Influence.INTERNATIONAL JOURNAL OF CIVIL ENGINEERING,14.
MLA Guo, Jianhua,et al."Dynamic Development Law of Expansive Soil Cracks Under Environmental Influence".INTERNATIONAL JOURNAL OF CIVIL ENGINEERING (2024):14.

入库方式: OAI收割

来源:武汉岩土力学研究所

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