寒区围岩隧道各向异性冻胀特性的试验研究

IF 1.1 4区工程技术 Q3 ENGINEERING, CIVIL

Journal of Cold Regions Engineering Pub Date : 2021-12-01 DOI:10.1061/(ASCE)CR.1943-5495.0000261

F. Qiang, Yang Zedong, L. Weiwei, Weisheng Zhao

引用次数: 5

摘要

摘要针对寒冷地区隧道围岩温度和补水方向的特点，研究了隧道围岩冻胀变形规律。

本文章由计算机程序翻译，如有差异，请以英文原文为准。

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Experimental Study of the Anisotropic Frost Heave Characteristics of Rock Surrounding Tunnels in Cold Regions

Abstract Considering the characteristics of the surrounding rock temperature and water replenishing direction of tunnels in cold areas, to study the frost heave deformation law of surrounding rock ...

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来源期刊

Journal of Cold Regions Engineering 工程技术-地球科学综合

CiteScore

3.20

自引率

5.00%

发文量

审稿时长

>12 weeks

期刊介绍： The Journal of Cold Regions Engineering publishes practice- and research-oriented articles from any area of civil engineering that is substantially related to cold regions. Topics include ice engineering, ice force, construction on permafrost and seasonal frost, cold weather construction, environmental quality and engineering in cold regions, snow and ice control, cold regions materials, and surveying and planning in cold regions.