黄土动力学研究进展与前缘科学问题

田文通; 孙军杰; 王兰民; 徐舜华; 刘琨; 孙昱

doi:10.11779/CJGE201511026

黄土动力学研究进展与前缘科学问题 English Version

1. 中国地震局兰州地震研究所,甘肃兰州 730000;
2. 中国地震局甘肃省黄土地震工程重点试验室,甘肃兰州 730000;
3. 甘肃省岩土防灾工程技术研究中心,甘肃兰州 730000

基金项目: 中国地震局地震预测研究所基本科研业务费专项（2013IESLZ01）; 国家自然科学基金项目（51209186）; 甘肃省科技计划项目（145RJZA152 ）

详细信息

作者简介:
田文通（1977- ）,男,甘肃清水人,硕士研究生,高级工程师,主要从事岩土工程和地震工程方面的研究工作。E-mail: tianwt@gssb.gov.cn。

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出版历程
- 收稿日期: 2014-09-07
- 发布日期: 2015-11-19

Research progress and frontier scientific problems in loess dynamics

1. Lanzhou Institute of Seismology, China Earthquake Administration, Lanzhou 730000, China;
2. Key Laboratory of Loess Earthquake Engineering, China Earthquake Administration & Gansu Province, Lanzhou 730000, China;
3. Geotechnical Disaster Prevention Engineering Technology Research Center of Gansu Province, Lanzhou 730000, China

摘要

摘要: 通过分析黄土动力学的研究进展,概括已有研究的切入点和存在的问题,结合黄土动力学向定量化和理论化发展的需求,提出关键的前缘科学问题。分析结果表明,饱和黄土液化与非饱和黄土震陷的客观存在性和危害性不容质疑;现有的相关工作,基本以动三轴试验为基础,研究切入点集中于土体物性参量、微观结构特征和动荷载类型等因素的影响分析之上,在引入黄土动力问题的物理过程和力学机制方面普遍欠缺,定量化乃至理论化仍嫌偏弱。未来的研究中,定量描述动荷载的加载效应、基于固水气微观作用的黄土动力响应机制、黄土固相动力响应与其宏观强度的定量关系、地震与降雨对黄土体动力响应的耦合影响、黄土体动力灾害风险的概率性评价等,应是值得关注的科学问题。
- 黄土动力学 /
- 震陷 /
- 液化 /
- 地震滑坡
Abstract: The research progress of loess dynamics, the train of their thoughts and the deficiency of the existing results are summarized. Based on the relative requirements of quantification and theorization of loess dynamics, the frontier scientific problems in researches on loess dynamics in the future are put forward. The results show that the reality of saturated-loess liquefaction and unsaturated-loess seismic subsidence is not doubtful. For the existing researches, the dynamic triaxial test in laboratory is the main approach to investigate loess dynamics. Based on the laboratory data, more attention is paid to influences of three aspects, i.e., physical properties of loess, microstructural characteristics of soil, and types of dynamic loadings. Almost all researches fail to consider the physical process and mechanical mechanism of dynamic behaviors of loess, and thus both the quantification and the theorization are relatively weak. According to the review and analysis, it is believed that the future frontier scientific problems in loess dynamics should include five aspects: quantitative description of loading effect caused by ground motion on loess, dynamic responding mechanism of loess based on micro interaction of three phases of solid, water and air, quantitative relationship between dynamic response of solid-phase and macro structure strength of loess, coupling influence of earthquake and rainfall on dynamic responding of loess mass, and probability-based assessment of dynamic hazard risk of loess mass.
- loess dynamics /
- seismic subsidence /
- liquefaction /
- earthquake-induced landslide

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