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特殊环境下重大工程扰动灾害链:现状与挑战
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作者 祁生文 郭松峰 +6 位作者 李永超 郭忻怡 鲁晓 崔颖慧 郭叶霞 张斌龙 熊峰 《中国科学基金》 北大核心 2025年第6期1044-1057,共14页
随着我国重大工程向青藏高原、黄土高原等特殊环境区域及深地、深海、极地领域推进,工程扰动诱发的灾害链成为威胁工程安全与生态保护的核心挑战。本文整合国内外典型案例、理论成果与技术实践,从三个维度展开分析:明确区域(断层活化、... 随着我国重大工程向青藏高原、黄土高原等特殊环境区域及深地、深海、极地领域推进,工程扰动诱发的灾害链成为威胁工程安全与生态保护的核心挑战。本文整合国内外典型案例、理论成果与技术实践,从三个维度展开分析:明确区域(断层活化、水库诱发地震等)、地表(崩塌、滑坡等)、地下(岩爆、突涌水等)三类工程扰动灾害链的划分,揭示特殊岩土、气候—构造耦合、工程扰动(切坡、蓄水等)的协同孕灾机制;剖析多营力(内动力、外动力、工程营力)非线性耦合与多场(应力场、渗流场、温度场)互馈的致灾机理,梳理工程扰动灾害风险评价方法;总结工程扰动灾害链监测预警与防控技术进展,指出多系统耦合理论缺失、极端环境防控不足等瓶颈。研究表明,特殊环境下工程扰动灾害链具有“级联放大、时空关联”特征,未来需强化多场多尺度耦合理论与智能化、绿色化技术集成,构建全链条防控体系。成果可完善现有防控理论框架,为CZ铁路、YJ梯级水电等重大工程在防灾减灾方面提供理论支撑,提升我国重大工程防灾减灾能力。 展开更多
关键词 重大工程扰动 灾害链 孕灾机理 风险评价 监测预警与防控
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A study on dynamic shear strength on frozen soil-concrete interface 被引量:5
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作者 Peng Lv JianKun Liu yinghui cui 《Research in Cold and Arid Regions》 CSCD 2013年第4期408-412,共5页
Using newly developed dynamic shearing devices, the dynamic sheafing strength of frozen soil-conerete interface was studied experimentally. By placing concrete blocks in the lower half of the shear box and frozen soil... Using newly developed dynamic shearing devices, the dynamic sheafing strength of frozen soil-conerete interface was studied experimentally. By placing concrete blocks in the lower half of the shear box and frozen soil sample in the upper part, a series of dynamic shear tests on their interfaces were carried out. The obtained results are summarized and the main influencing factors are revealed. 展开更多
关键词 frozen soil-concrete interface dynamic direct shear dynamic shear slrength
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Development of a dynamic load direct shear apparatus for the study of permafrost
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作者 yinghui cui JianKun Liu Peng Lv 《Research in Cold and Arid Regions》 CSCD 2013年第4期399-403,共5页
The dynamic parameters of permafrost are crucial to and directly affect the accuracy of engineering design and numerical simulation. This paper describes a new dynamic load direct shear apparatus that was developed to... The dynamic parameters of permafrost are crucial to and directly affect the accuracy of engineering design and numerical simulation. This paper describes a new dynamic load direct shear apparatus that was developed to measure these parameters. The power systems and measurement and control systems of the device are described, as is a successful validation experiment. The results show that this dynamic load direct shearing device can accurately derive dynamic shear parameters within a certain range of frequencies and ampli- tudes of shear load. 展开更多
关键词 PERMAFROST dynamic load direct shear apparatus dynamic parameters
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