板桥学校液化带工程地质条件及液化土层特性          下载免费PDF全文

侯龙清  陈松  陈革  徐红梅  程丽红 《水文地质工程地质》2012,39(1):102-106

砂土液化是地震主要次生地质灾害之一。在512汶川地震中,德阳等地发生较大面积砂土液化现象。为详细了解液化带工程地质基本特征,选择板桥学校液化带进行详细液化震害调查、钻探和现场试验。结果表明:（1）液化震害典型,主要包括喷水冒砂、地表裂缝、侧移和基础下沉等;（2）砾石层是唯一的无粘性土层,砾石层分为性质不同的全新世沉积和更新世沉积两部分,未见砂层分布;（3）液化土层是全新统砾石层,该砾石的颗粒大小分布特征表现为级配不良,并有粒组缺失现象;（4）非液化盖层对喷出物有过滤作用,砂粒等细颗粒容易沿裂缝喷出地表,卵砾石等粗颗粒受阻留在土层中,导致喷出物为砂土。  相似文献   

自由场典型液化特征数值模拟试验     

何剑平  陈卫忠 《地震工程与工程振动》2011,31(2):162-169

应用FLAOD实现自由场液化数值模拟试验.试验结果验证了砂土液化典型特征:超静孔隙水压升高,有效应力降低,体积压缩积累增大.证实了液化的隔振作用:砂土在液化状态变为流体,不能传递剪力,液化时砂土位移、速度、加速度振幅显著降低,剪应力降低,动水向上渗流,土体向下沉降,水平残留不可恢复位移.球压应力、有效压应力、动水压力满...  相似文献   

可液化土层隧道围岩的动力响应及液化区发展分析     

佘芳涛  邵生俊  杨素新 《地震工程与工程振动》2011,31(3):11-17

隧道可液化土层围岩对地震动作用非常敏感,可液化土层动孔压的产生和发展使得地下结构受到上浮作用,从而影响地下结构的稳定性.通过对可液化土层中隧道动力响应计算,研究了不同静应力场隧道围岩动孔压场分布、围岩液化区域分布以及衬砌结构仰拱底与拱顶的动孔压差变化.研究结果表明,不同静应力场对围岩可液化土的动孔压分布、液化区域分布及...  相似文献   

砂土液化大变形本构模型及在ABAQUS软件上的实现   总被引：1，自引：0，他引：1  

庄海洋  陈国兴 《世界地震工程》2011,27(2)

基于Yang和E lgam al等人提出的砂土液化大变形本构模型,对该模型的建立过程进行了详细的推导,基于新的嵌套屈服面硬化规则,对原有模型的硬化规则的不连续性做了改进,把该本构模型扩展应用到三维液化大变形的数值分析中,实现了基于ABAQUS大型商用软件计算平台上砂土液化大变形的计算子程序的开发,基于该计算平台和开发的本构模型,对动三轴试验体系中砂土试样的液化过程进行了数值试验分析,给出了试验过程中试样的竖向动位移、整体竖向应力应变关系滞回曲线和动孔压时程曲线的数值计算结果。文中初步验证了该模型在ABAQUS上开发的子程序的可靠性和数值计算模型的可行性,模型的可靠性及其子程序的稳定性还需通过试验结果和数值计算结果的对比分析与进一步验证。  相似文献   

A fundamental procedure and calculation formula for evaluating gravel liquefaction   总被引：1，自引：0，他引：1  

Xiaoming Yuan  Zhenzhong Cao 《地震工程与工程振动(英文版)》2011,10(3):339-347

Field investigations following the 2008 Ms8.0 Wenchuan earthquake identified 118 liquefaction sites, most of which are underlain by gravelly sediment in the Chengdu Plain and adjacent Mianyang area, in the Sichuan Province. Gravel sediment in the Sichuan province is widely distributed; hence it is necessary to develop a method for prediction and evaluation of gravel liquefaction behavior. Based on liquefaction investigation data and in-situ testing, and with reference to existing procedures for sandy soil liquefaction evaluation, a fundamental procedure for gravel liquefaction evaluation using dynamic penetration tests (DPT) is proposed along with a corresponding model and calculation formula. The procedure contains two stages, i.e., pre-determination and re-determination. Pre-determination excludes impossible liquefiable or non-liquefiable soils, and re-determination explores a DPT-based critical N120 blows calculation model. Pre-determination includes three criteria, i.e., geological age, gravel contents, gravel sediment depths and water tables. The re-determination model consists of five parameters, i.e., DPT reference values, gravel contents, gravel sediment depths, water tables and seismic intensities. A normalization method is used for DPT reference values and an optimization method is used for the gravel sediment depth coefficient and water table coefficient. The gravel liquefaction evaluation method proposed herein is simple and takes most influencing factors on gravel sediment liquefaction into account.  相似文献   

FOSM在水平场地液化概率评价中的应用          下载免费PDF全文

潘建平 《水文地质工程地质》2011,38(4):117-120

为了更好地进行场地液化评价,将可靠度理论引入水平场地液化概率评价中。以标准贯入试验(SPT)实测数据的统计分析结果为基础,用一次二阶矩法(FOSM)建立水平场地液化概率评价模型,分析了测试数据变异系数对抗液化安全系数与液化概率的影响,并建议了水平场地液化概率评价标准。实例分析表明,新建水平场地液化概率评价模型各参数的物理意义与统计指标明确,相比传统的确定性分析方法,不仅能判定液化的发生与否,还能给出液化发生的概率,这为进行基于风险分析的抗震设计提供了可能。  相似文献   

浙江宁波穿山水道的海底稳定性评价     

李金铎  刘阿成  谷颖 《海洋湖沼通报》2011,(2)

在测深、钻探、室内测试、水文泥沙测验等勘测资料基础上,详细分析宁波穿山水道海域水文气象、工程地质、地震活动性、浅层气、滑坡、沙土液化、岸坡和冲刷槽冲淤动态等因素,这些分析结果表明穿山水道海底稳定,海岸和海洋工程环境适宜.  相似文献   

New insights into the size and timing of the Lawn Hill impact structure: relationship to the Century Zn – Pb deposit     

J. A. Salisbury  B. F. Schaefer 《Australian Journal of Earth Sciences》2013,60(4):587-603

The Lawn Hill circular structure in northwest Queensland contains unambiguous evidence of an extraterrestrial impact, including planar deformation features in quartz, impact diamonds, widespread shatter cone formation and impact melt breccia in the Mesoproterozoic basement. The question of its relevance to ore genesis is investigated because the world-class Century Zn – Pb deposit is situated at the conjunction of the 100+ km Termite Range Fault and the previously defined margin of the impact structure. The impact structure is considered to be a 19.5 km wide feature, this constrained in part by the outer margin of an annulus of brecciated and highly contorted limestone. New evidence is presented indicating impact into this Cambrian limestone, including: (i) ‘dykes’ of brecciated Cambrian limestone extending hundreds of metres into the Mesoproterozoic basement; (ii) highly contorted bedding in the limestone annulus compared with essentially undeformed limestone away from the impact site; as well as (iii) a 1 Mt megaclast of Mesoproterozoic Century-like ore suspended in the limestone. Through aerial photograph analysis, large-scale convoluted flow structures within the limestone are identified, and these are interpreted to indicate that parts of the Cambrian sequence may have been soft or only semi-consolidated at the time of impact. This highly contorted limestone bedding is suggested to represent slump-filling of an annular trough in response to impact-induced partial liquefaction of a sediment veneer. The age of impact is therefore considered to be concurrent with limestone formation during the Ordian to early Templetonian, at 520 – 510 Ma. Formation of the Century deposit is found to be unrelated to impact-generated hydrothermal activity, although some minor hydrothermal remobilisation of metals occurred. However, there was macro-scale remobilisation of gigantic ore fragments driven by impact-induced lateral and vertical injection of limestone into the Proterozoic sediments. The limestone-filled annular trough surrounds a 7.8 km diameter central uplift, consistent with formation of a complex crater morphology.  相似文献   

Assessing SPT-based probabilistic models for liquefaction potential evaluation: a 10-year update     

《Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards》2013,7(3):137-150

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饱和砂土液化研究现状及展望     

边静  汪茜  陶勇  孙亚红  郑百功 《吉林地质》2013,(4):132-133

通过多年的研究,人们对饱和砂土液化有了很深的认识。在Seed简化法,剪切波速法和标准贯入试验等判别的方法的研究方面也取得了很多的成果。本文主要介绍了我国广泛应用的标准贯入试验的方法,以及应用数值方法如何更好的判断场地的抗液化性。提出应用室内的微型贯入试验来判断饱和砂土液化的展望。  相似文献