[1]杨凯飞,穆彦虎,毕贵权,等.青藏工程走廊道路工程阴阳坡效应研究现状及展望[J].防灾减灾工程学报,2019,39(01):180-190.[doi:10.13409/j.cnki.jdpme.2019.01.025]
 YANG Kaifei,MU Yanhu,BI Guiquan,et al.Recent Research Progress and Prospect of the South- and North-facing Slope Effect in the Roadway Engineering along the Qinghai-Tibet Engineering Corridor[J].Journal of Disaster Prevention and Mitigation Engineering,2019,39(01):180-190.[doi:10.13409/j.cnki.jdpme.2019.01.025]
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青藏工程走廊道路工程阴阳坡效应研究现状及展望()
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防灾减灾工程学报[ISSN:1672-2132/CN:32-1695/P]

卷:
39卷
期数:
2019年01期
页码:
180-190
栏目:
综述
出版日期:
2019-02-28

文章信息/Info

Title:
Recent Research Progress and Prospect of the South- and North-facing Slope Effect in the Roadway Engineering along the Qinghai-Tibet Engineering Corridor
文章编号:
1672-2132(2019)01-0180-11
作者:
杨凯飞1穆彦虎2毕贵权1李国玉2陈 涛1
1.兰州理工大学土木工程学院,甘肃 兰州 730050; 2.中国科学院寒区旱区环境与工程研究所冻土国家重点实验室,甘肃 兰州 730000
Author(s):
YANG Kaifei1 MU Yanhu2 BI Guiquan1 LI Guoyu2 CHEN Tao2
1.School of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, China; 2.State Key Laboratory of Frozen Soil Engineering, Cold and Arid Regions Environmental and Engineering Research Institute, Chinese Academy of Sciences, Lanzhou 730000, China
关键词:
青藏工程走廊 路基工程 阴阳坡效应 路基路面病害
Keywords:
Qinghai-Tibet Engineering Corridor embankment engineering south-facing and north-facing slope effect embankment and pavement damages
分类号:
TU445
DOI:
10.13409/j.cnki.jdpme.2019.01.025
文献标志码:
A
摘要:
青藏工程走廊整体呈东北-西南走向,加之青藏高原强烈的太阳辐射及大气透明度高,导致廊内路基工程存在显著的“阴阳坡”效应。在阴阳坡热效应作用下,路基阳坡路肩沉降变形普遍大于阴坡路肩,由此引发包括路基倾斜、边坡滑塌、纵向裂缝等一系列路基路面病害问题,严重影响了路基工程的长期稳定性,大幅增加了工程后期运营维护成本。针对这一问题,从青藏工程走廊阴阳坡效应的成因、阴阳坡效应作用下路基体冻融过程及地基温度场分布、路基的横向差异沉降变形、阴阳坡效应相关路基路面病害以及防控措施5个方面系统论述了目前的研究和工程实践现状,并结合阴阳坡效应的量化研究、防治措施的有效性等方面就未来需要开展的研究工作进行了展望,以期为青藏工程走廊内路基工程的建设与维护提供参考。
Abstract:
The Qinghai-Tibet Engineering Corridor runs from the northeast to southwest.Because of the strong solar radiation and high atmospheric transparency in the Qinghai-Tibet Plateau, south-facing and north-facing slopes widely exist along the corridor.Due to the south-and north-facing slope effect, embankment settlement was generally greater for the south-facing slope than the north-facing slope, which triggered a series of embankment and pavement damages, including roadbed inclination, slope failure, and longitudinal cracks.These damages seriously undermined the stability of the embankments, and greatly increased the operation and maintenance cost during the latter period of the project.To address this issue, the causes of the south-and north-facing slope effect, the differential freezing-thawing process of the embankment, the asymmetrical distribution of temperature field beneath the embankment, the lateral differential embankment settlement, the related embankment and pavement damages, and the prevention measures of this effect were systematically reviewed and discussed in this paper.Some development trends regarding the quantitative research of this effect and the effectiveness of related prevention and control measures were also outlined.The review and prospect in this paper will provide reference for future constructions and maintenance of embankment engineering in the Qinghai-Tibet Engineering Corridor.

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相似文献/References:

[1]穆彦虎,马巍,牛富俊,等.多年冻土区道路工程病害类型及特征研究[J].防灾减灾工程学报,2014,34(03):259.
 MU Yan-hu,MA Wei,NIU Fu-jun,et al.Study on Geotechnical Hazards to Roadway Engineering in Permafrost Reg ions[J].Journal of Disaster Prevention and Mitigation Engineering,2014,34(01):259.

备注/Memo

备注/Memo:
收稿日期:2017-05-20; 修回日期:2018-02-01 基金项目:国家自然科学基金项目(41630636,51568043)、中科院西部之光西部博士项目(51Y351211)、冻土工程国家重点实验室开放基金项目(SKLFSE201008)资助 作者简介:杨凯飞(1991-),男,硕士研究生。主要从事寒区工程研究。Email:yangkaifei1104@163.com 通讯作者:穆彦虎(1985-),男,副研究员,博士。主要从事冻土力学与寒区工程研究。Email:muyanhu@lzb.ac.c
更新日期/Last Update: 2019-02-20