Potential seismic landslide hazard and engineering effect in the Ya’an-Linzhi section of the Sichuan-Tibet transportation corridor,China     

《China Geology》2023,6(2):228-240

The Sichuan-Tibet transportation corridor is located at the eastern margin of the Qinghai-Tibet Plateau, where the complex topography and geological conditions, developed geo-hazards have severely restricted the planning and construction of major projects. For the long-term prevention and early control of regional seismic landslides, based on analyzing seismic landslide characteristics, the Newmark model was used to carry out the potential seismic landslide hazard assessment with a 50-year beyond probability 10%. The results show that the high seismic landslide hazard is mainly distributed along large active tectonic belts and deep-cut river canyons, and are significantly affected by the active tectonics. The low seismic landslide hazard is mainly distributed in the flat terrain such as the Quaternary basins, broad river valleys, and plateau planation planes. The major east-west linear projects mainly pass through five areas with high seismic landslide hazard: Luding-Kangding section, Yajiang-Xinlong (Yalong river) section, Batang-Baiyu (Jinsha river) section, Basu (Nujiang river) section, and Bomi-Linzhi (eastern Himalaya syntaxis) section. The seismic action of the Bomi-Linzhi section can also induce high-risk geo-hazard chains such as the high-level glacial lake breaks and glacial debris flows. The early prevention of seismic landslides should be strengthened in the areas with high seismic landslide hazard.©2023 China Geology Editorial Office.  相似文献   

超长定向钻注装备关键技术分析及发展趋势     

李术才  李利平  孙子正  刘知辉  李梦天  潘东东  屠文锋 《岩土力学》2023,44(1):1-30

定向钻技术起源于石油钻井工业,经多年发展已拓展至隧道工程地质勘察及灾害处置、煤矿底板含水层改造、蓄能电站抽水通道施工、市政管道铺设等多个领域。地面注浆技术结合定向钻长距离精准穿越的优势,可实现地下工程不良地质高效预加固与灾害安全处置,具有广阔的应用前景。系统综述了定向钻注装备技术的发展历程、研究现状和待突破关键技术。首先,介绍了定向钻与地面注浆技术的发展历程;其次从重大科研项目、学术论文、授权专利以及工程实践等方面进行了分析与总结。结果表明：我国现阶段定向钻注技术总体已达到自主化、实用化的国际先进水平,但在千米级长距离快速钻进、复杂地质条件精准导向、地下工程精准注浆处置等核心技术方面仍存在“卡脖子”难题。面向战略性重大工程建设需求,提出了超长距离定向钻注一体化装备“预报、钻进、注浆、检测”四大功能模块,围绕随钻感知预报、快速钻进与卡钻预测、精准导向技术、远距离凝胶可控注浆材料、稳压控制分段注浆工艺、随钻检测系统六方面,开展了分析与讨论,可为我国定向钻注一体化装备技术发展和地下工程灾害防控提供参考。  相似文献   

纵横波源下含油气薄储层地震响应特征的对比分析     

王雨杰  贺学铭  王志恒  屈洁  杨春 《地质论评》2023,69(Z1):429-432

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长短时记忆神经网络在中期地震预报中的探索--以川滇地区为例     

李林芳  石耀霖  程术 《地球物理学报》2022,65(1):12-25

利用机器学习方法对地震活动大数据进行挖掘,识别出一些过去认识不到的异常,提高地震预测的准确性,是一个非常具有挑战性的科学问题.本文基于川滇部分地区(24°N—32°N,98°E—106°E)地震目录,采用滑动的时空窗口,选取16个反映地震时空强度分布特征的地震预测因子,建立了长短时记忆(LSTM)神经网络,对研究区域9个子区块未来一年的最大地震震级进行预测.通过设置训练集∶测试集=8∶2和训练集∶测试集=7∶3两个不同的训练测试模型,对过往发生的地震进行了回溯性预报.结果表明:训练集∶测试集=7∶3模型能够利用1970年1月至2004年9月的地震目录进行学习,成功回溯性预报2008年汶川地震;训练集∶测试集=8∶2模型利用1970年1月至2009年5月资料进行训练,回溯性预报2010—2019年间6级以上地震的R评分为0.407,回溯性7级地震预报时准确率高达92.31%.本文还探讨性给出预测意见:2022年2月前研究区西部、中部、东部、西南部存在发生5.1~5.3级地震的潜在危险性.  相似文献   

2022年1月8日青海门源6.9级地震的震源区结构特征和b值意义初探     

孙安辉  高原  赵国峰  任超  梁姗姗 《地球物理学报》2022,(3)

2022年1月8日1时45分青海省门源县发生M_S6.9地震.本文基于青藏高原东北缘水平分辨率为0.3°的地震层析成像结果,获取了震源周边区域的地壳浅部构造信息,包括波速、泊松比以及估计的裂隙密度和饱和率的空间分布.结果表明:此次门源M_S6.9地震发生在P波和S波波速剧烈变化的区域,靠近高速体的边缘.泊松比和饱和率同样都显示,门源M_S6.9地震发生在高低值变化的过渡区.地震活动参数分析显示,震前冷龙岭断裂带的震源周边区域显示出了低b值、较低的a值和高a/b值的特征,与龙门山—岷山构造带强震之前的情况类似.裂隙密度在冷龙岭断裂两侧呈现出显著差异,北侧高于南侧,这可能是震后现场科考发现的断裂带地表破裂北侧高于南侧的构造成因.  相似文献   

Multiscale linearized inversion of surface-wave dispersion curves     

Zhinong Wang  Chengyu Sun  Dunshi Wu 《Geophysical Prospecting》2022,70(1):19-34

In recent years, surface-wave analysis method has been developed rapidly in many fields. Multichannel analysis of surface waves can provide near-surface one-dimensional shear-wave velocity profiles. Because linearized inversion of surface-wave dispersion curves relies heavily on the choice of the initial model, setting an inappropriate initial model can lead to poor inversion results, or even failure of inversion. However, it is difficult to establish a reasonable initial model without a priori information, which is unavailable in most cases. To cope with this problem, a multiscale linearized inversion method is proposed for surface-wave dispersion curves inversion. In contrast with the traditional single-scale linearized inversion, the key idea of the proposed multiscale surface-wave inversion method is the introduction of a merging and splitting process of layers. After every scale inversion, the merging and splitting operations automatically optimize the inversion model, making it gradually approach to a reasonable subsurface stratification. Multiscale surface-wave inversion method reduces the difficulty of establishing the initial model and has high computational efficiency. In addition, it has strong ability to identify high-velocity or low-velocity interlayers and thin layers, especially suited for the geological conditions with obvious stratification. In synthetic tests, the proposed method was compared with the single-scale surface-wave inversion and particle swarm optimization algorithm to demonstrate the effectiveness and practicability of multiscale surface-wave inversion method. We also applied the multiscale surface-wave inversion method to field seismic data acquired in Guizhou, China and Texas, USA. Borehole and crosshole test data were compared with the inversion results of field data to prove the reliability of the proposed method.  相似文献   

Broadband seismic source data acquisition and processing to delineate iron oxide deposits in the Blötberget mine-central Sweden     

Tatiana Pertuz  Alireza Malehmir  Jordan Bos  Bojan Brodic  Yinshuai Ding  Richard de Kunder  Paul Marsden 《Geophysical Prospecting》2022,70(1):79-94

A prototype electromagnetic vibrator, referred to here as E-Vib, was upgraded and developed for broadband hardrock and mineral exploration seismic surveys. We selected the iron oxide mine in Blötberget, central Sweden, for a test site in 2019 for the newly developed E-Vib because of the availability of earlier seismic datasets (from 2015 to 2016) for verification of its performance for hardrock imaging purposes. The two-dimensional data acquisition consisted of a fixed geometry with 550 receiver locations spaced at every 5 m, employing both cabled and wireless seismic recorders, along an approximately 2.7 km long profile. The E-Vib operated at every second receiver station (i.e. 10 m spacing) with a linear sweep of 2–180 Hz and with a peak force of 7 kN. The processing workflow took advantage of the broadband signal generated by the E-Vib in this challenging hardrock environment with varying ground conditions. The processed seismic section shows a set of reflections associated with the known iron oxide mineralization and a major crosscutting reflection interpreted to be from a fault system likely to be crosscutting the mineralization. The broadband source data acquisition and subsequent processing helped to improve signal quality and resolution in comparison with the earlier workflows and data where a drophammer seismic source was used as the seismic source. These results suggest new possibilities for the E-Vib source for improved targeting in hardrock geological settings.  相似文献   

门源M6.9地震诱发地质灾害特征研究          下载免费PDF全文

王谦  钟秀梅  高中南  马金莲  万秀红  杨义煊  刘岸果 《地震工程学报》2022,44(2):352-359

2022年1月8日发生的门源M6.9地震诱发了崩塌、滑坡、砂土液化、地裂缝等多种同震地质灾害。通过对门源M6.9地震地质灾害进行现场调查,得出了地质灾害的分布特征和各类型地质灾害的主要特点,分析了地震地质灾害不发育的原因,并对地震地质灾害的长期效应进行了分析预测。研究结果表明：门源地震诱发地质灾害主要分布在震中附近;崩塌、落石总体规模较小,滑坡多为岩质滑坡,且以冰碛物和表层岩土体的溜滑为主。受表层土体冻结和孔隙水压力消散的影响,饱和砂土液化沿较窄的地裂缝呈串珠状分布,喷出物多为粉细砂。地震形成了4条左旋左阶斜列的地表破裂带,并在极震区内形成了大量的地裂缝。断层破碎带对地震动的阻隔作用、覆盖层薄、地表土冻结可能是造成本次地震地质灾害总体不发育的主要原因;地震产生的大量地裂缝导致斜坡和堆积体的稳定性减弱,在耦合集中降雨、冻融作用等因素后可能诱发滑坡灾害,松散堆积于沟床处的崩滑物作为物源,可能会增加地震影响区泥石流灾害的风险。  相似文献   

多源异构地震数据的一体化编码和接口技术的设计与实现     

韩万江  韩卓言  田怡凡  韩睿  邱雅颖 《中国地震》2022,38(4):662-675

以多源异构地震灾情数据为研究对象,针对震后灾情获取缓慢且碎片化、公众涉灾信息数据异构、多维、数据格式差异大、部分数据维度缺失导致的数据无法得到综合利用、决策支持不到位等问题,基于相关灾害信息标准化管理,提出多源异构地震数据的一体化编码和接口技术规范。根据此规范,设计实现了灾情数据的一体化编码管理以及基于开放式接口规范的灾情数据接入,从而实现了灾情数据入库、管理、实时发布的全周期一体化管理。同时,给出了多源异构应急信息大数据资源的统一表达模型,为震后应急管理提供了技术保障,提升了灾情数据管理效率。  相似文献   

基坑开挖对涉支护结构下穿盾构隧道变形的三维模拟与影响规律研究     

谢晟  韦巡洲 《江苏地质》2022,46(2):214-220

依托某大厦基坑支护工程项目,研究深厚软土地层中基坑开挖对涉支护结构下穿盾构隧道变形的影响规律。采用三维有限元数值模拟分析隧道顶部支护桩的长度对支护结构变形和隧道隆起的影响,并将数值模拟结果与现场监测结果进行对比。结果表明：深厚软土地层中基坑开挖对下穿盾构隧道产生了较大的隆起变形;因下穿隧道的影响,隧道顶部支护桩嵌固深度的减小对支护结构的变形和下穿隧道的隆起会产生重要影响,当支护桩底与隧道顶的竖向间距S＞4 m或支护桩边缘与隧道边缘的水平间距S1＞4 m 时,支护桩的踢脚位移和下穿隧道的隆起变形迅速增加。研究成果可为类似工程提供应用参考和理论支撑。  相似文献