缅甸兰里岛泥火山灾害与成因机制探讨

文中主要探讨缅甸兰里岛泥火山灾害与成因机制,结合兰里岛地质背景以及泥火山活动现状,对在兰里岛东北部、中部以及西部所取3个泥火山采样点的样品进行粒度分析以及显微形貌分析,发现样品粒度在1～100μm之间,均呈单峰正态分布,粒径中值相近,粒度分布集中,分选较差,粒度对称程度呈很正偏态;样品基质以泥质为主含有大量泥质碎屑、细...     

新疆北天山泥火山固体喷出物特征及成因机制初探

北天山泥火山位于新疆天山北麓山前拗陷带内,均处在背斜褶皱的轴部。在了解泥火山的地质背景、活动现状的基础上,对该区泥火山进行了详细的野外考察,对所采样品进行粒度、显微形貌及成分分析。研究发现:该区域的泥火山样品粒径主要集中在0.3~100μm,平均值相近,分选较差,分布对称性呈极正偏。矿物颗粒以石英、长石为主,基质为黏土矿物,白杨沟和艾其沟样品中均含有铁矿物质。根据上述分析结果对北天山泥火山成因机制进行了初步探讨,认为该区域的泥火山物源相同,泥浆最深来源于下中侏罗统,地层压力以构造活动为主。目前泥火山处于弱活动期,短期内造成较大灾害的可能性很小。     

新疆M_S6.0和M_S6.6两次地震前近场泥火山宏观异常现象

自2011年8月对新疆乌苏艾其沟泥火山实施24小时连续观测以来,在距泥火山200km范围内,相继发生了MS5.0、MS6.0和MS6.6地震.其中,在MS6.0和MS6.6地震前,艾其沟泥火山液面均出现了"背景值—上升—转折—下降—背景值"的异常变化现象,而地震都发生在泥火山液面下降的过程中.这一现象与已知的霍尔果斯泥火山震例异常有所不同,显示了泥火山的震兆异常特征可能与其构造条件密切相关.     

北天山地区泥火山的地球化学成因

泥火山是特定地质构造及水文地质环境下的一种构造流体地质现象,泥火山喷发时可以将大量有价值的信息带到地表,因此,不少科学家将泥火山称为深度可达12km的"天赐钻井"。在对新疆北天山地区分布的众多泥火山进行地形地貌、地质-水文地质条件、泥火山堆积物特征调查研究的基础上,系统分析了温泉、乌苏、艾其沟、独山子、沙湾-霍尔果斯各泥火山喷出物的流体地球化学组成(固体、气体、离子、同位素等),初步得到了基于地球化学成分特点的泥火山成因;区域地壳构造应力的不断增强既可以导致地震的孕育和发生,也可以使泥火山打破原有周期而出现显著活动,可见二者具有一定的同源关系。     

新疆北天山艾其沟泥火山强震前显著喷涌现象及其变化机理分析

泥火山形成于特定的水文地质及构造环境,其喷发活动是内部大量气体聚集引起异常高压的一种释放,可以将大量地下信息携带到地表,被称为"天赐钻井"。新疆乌苏艾其沟泥火山实时观测始于2011年8月,自观测以来,在其周围200m范围内,共发生了4次6级以上地震,分别是2011年11月1日新疆尼勒克M_S6.0、2012年6月30日新疆新源M_S6.6、2016年12月8日新疆呼图壁县M_S6.2及2017年8月9日精河M_S6.6地震。在4次地震前后,艾其沟泥火山喷发活动均出现了"背景值—上升—转折—下降—背景值"的宏观异常变化现象,地震则发生在泥火山喷发活动由强到弱的过程中,尤其是在2017年精河M_S6.6地震时,乌苏艾其沟泥火山的喷发活动异常变化现象为新疆地震局做出震情形势判定提供了一部分依据,具有一定的减灾实效。     

新疆泥火山群地震前兆异常实时监测与预报的研究

基于网络技术的视频监控服务,实现了对新疆北天山地区3个泥火山点的实时监测,可在线实时查看泥火山活动情况,分析预报人员依据泥火山活动图像可开展地震预测研究。新疆艾其沟泥火山网络视频监控服务系统扑捉到了2次6级地震前火山液面明显的宏观异常变化现象,这说明基于宽带网络技术的网络视频监控服务,可实现互联网用户使用客户端远程软件连接服务器,实现在线实时查看泥火山活动情况的监控画面,并依据泥火山群地震观测网,捕捉泥火山群地震前兆异常。     

呼伦湖湖泊沉积物磁化率变化的环境磁学机制

对内蒙古呼伦湖地区的研究表明当湖泊水深较大时 (对应于湿润气候 ) ,所沉积的泥质沉积物的磁性较高 ;反之 ,水位低时 (对应于干旱气候 ) ,所沉积的砂性沉积物的磁化率较低 .深入的岩石磁学研究证实 ,来自湖泊流域火山岩中的碎屑磁铁矿广泛地存在于泥质及砂性样品之中 .当湖泊水位较高时 ,在相对的还原条件下 ,在泥质沉积物中形成次生的铁磁性硫化铁矿物 .该磁性矿物叠加在少量的碎屑成因的磁铁矿上 ,主导了泥质沉积物的磁性 ,导致了磁化率的上升     

北天山泥火山对2012年6月30日 新源-和静MS6.6地震的响应

2012年6月30日新源-和静M_S6.6地震前后, 北天山泥火山出现了喷溢和地球化学异常变化. 该地震前、 后4天内两次观测了北天山泥火山, 采集了两批温泉和泥火山气体样品, 测定了样品的气体组分和He、 Ne同位素及CH₄、 CO₂的碳同位素组成. 结果表明, 泥火山发生了同震喷发, 气体排放量增加, 温泉和泥火山气体出现了不同程度的微量气体浓度异常, 独山子泥火山震前出现了3He/4He高值异常. 研究结果有利于确定利用泥火山和温泉监测地震活动的方法和指标.      

甘肃石羊河流域猪野泽湖泊沉积物粒度敏感组分与花粉组合关系

在石羊河终端湖猪野泽全新世探井剖面,对连续不同间距368组和74组样品,进行粒度测量与花粉分析.结果表明,沉积物不同粒度敏感组分与典型花粉组合有很好的相关性.花粉总浓度及麻黄(Ephedra)、白刺(Nitraria)、藜科(Che-nopodiaceae)、香蒲属(Typha)、云杉属(Picea)的花粉百分比与小于...     

吉林龙岗四海火山碎屑物粒度分析与地质意义

四海火山灰是龙岗火山群中的一次火山爆发形成的,这次火山爆发形成的玄武质空降堆积物分别组成金龙顶子火山渣锥和位于金龙顶子火山锥以东的、分布于辉南县红旗林场和靖宇县四海林场一带的低缓开阔的火山碎屑席。通过投点得知金龙顶子火山喷发类型为次布里尼式(Sub-Plinian)喷发,反映金龙顶子火山爆发强度很大。四海火山灰空降碎屑物7个样品的粒度累计频率曲线投点分布范围、集中区域均有较好的一致性,累计频率曲线表明碎屑物在空中搬运与沉降时都经过了类似的重力分选作用。近火口缘样品粗粒碎屑含量较高,随着与火口缘距离的增加,粗粒部分含量明显降低,细粒碎屑含量增加趋势明显。龙岗火山区内其它岩渣锥火山碎屑物粒度分布范围明显宽于四海火山灰粒度分布范围,累积频率曲线斜率较为一致。虽然样品距火山口距离均较近,但也出现了细粒富集程度变缓的现象,反映了龙岗火山区其它火山锥喷发强度明显小于四海火山。对比长白山天池火山碎屑物粒度分布特征发现,天池火山空降堆积物粒度分布斜率变化比较均匀,四海火山灰斜率有明显变化;四海火山灰最大粒度小于长白山天池火山空降堆积物,但是粗粒度碎屑物含量较高。细粒度碎屑物部分累计频率曲线上升趋势较缓,说明金龙顶子火山的喷发     

Mineral composition and particle size distribution of river sediment and loess in the middle and lower Yellow River

Hyperconcentrated flows often occur in the middle and lower Yellow River(MLYR)and its tributaries,within which the main sediment source originates from the Loess Plateau of China due to serious water erosion.Little is known about the properties of river sediment that is transported by hyperconcentrated flows,particularly with respect to the mineral composition and size distribution.Samples of sediment and loess were collected in the northern,middle,and southern Loess Plateau and the mainstream and tributaries of the MLYR.A total of 18 loess samples and 24 river sediment samples were analyzed to determine their sediment size distribution and mineral composition.The bottom loess samples reflected the original sedimentary features of the Loess Plateau,and the median particle size reduced,and the clay content increased from the north to the south of the study region.The surface loess has been weathered under the action of wind and rainfall,and the clay particle content in the surface loess samples was higher than that in the undisturbed bottom loess.Erosion of the surface soil due to rainfall and surface runoff means that fine particles(mostly clay)have been washed away.The median diameter of surface loess particles was a little larger than that of the bottom loess particles where water erosion dominates.The particle size became coarser with increasing distance from the estuary in the MLYR,which reflects depositional sorting in the river channel.Significant logarithmic relations were found between the median diameter of the sediment particles and the i)non-clay mineral content and ii)clay mineral content.Thus,clay and non-clay mineral compositions can be conveniently estimated from the particle size distribution.     

Experimental study of loess disintegration characteristics

Loess structures with large joints and fissures often undergo natural disintegration when subjected to contact with water. The slaking of loess results in the formation of loess gullies, caves, and landslides. To study the disintegration properties and the factors influencing them, we carried out field and laboratory tests. First, we carried out an in situ disintegration test using different sample shapes obtained from Heifangtai and analysed the effect of soil sample shape on loess disintegration. We then developed an improved disintegrator and tested the effect of different factors on the disintegration of loess. The effects of water content, salinity, and composition on disintegration are discussed. The results show that the loess disintegration process can be divided into three broad stages – wetting, softening, and subsidence – the disintegration is mainly concentrated in the third stage, while the first two stages are short and show very weak disintegration. The main factors influencing the disintegration of loess samples are shape, size, and clay mineral content. During the in situ disintegration test, the edge angles of soil samples are disintegrated, to soften all their edges. Disintegration duration increases with increasing sample size, but the extent of disintegration was found to decrease. Disintegration duration is inversely proportional to the loess disintegration rate. The loess disintegration rate is positively correlated with water temperature within a certain range; however, the reverse is observed with soil sample size and initial water content, and salinity was found to have little effect on the disintegration rate. Higher clay content of cohesive soil and weaker permeability leads to a slower disintegration rate. Additionally, lower cementation may easily cause loess disintegration. © 2019 John Wiley & Sons, Ltd.     

Spatial and depth variability of streambed vertical hydraulic conductivity under the regional flow regimes

This study investigated the influence of the regional flow on the streambed vertical hydraulic conductivity (K_v) within the hyporheic zone in three stream reaches of the Weihe River in July 2016. The streambed K_v with two connected depths was investigated at each test reach. Based on the sediment characteristics, the three test reaches could be divided into three categories: a sandy streambed without continuous silt and clay layer, a sandy streambed with continuous silt and clay layer, and a silt–clay streambed. The results demonstrate that the streambed K_v mainly decreases with the depth at the sandy streambed (without continuous silt and clay layer) and increases with the depth at the other two test reaches. At the sandy streambed (with continuous silt and clay layer) where streambed K_v mainly decreases with the depth, the regional upward flux can suspend fine particles and enhance the pore spacing, resulting in the elevated K_v in the upper sediment layers. At another sandy streambed, the continuous silt and clay layer is the main factor that influences the vertical distribution of fine particles and streambed K_v. An increase in streambed K_v with the depth at the silt/clay streambed is attributed to the regional downward movement of water within the sediments that may lead to more fine particles deposited in the pores in the upper sediment layers. The streambed K_v is very close to the bank in the sandy streambed without continuous silt and clay layer and the channel centre in the other two test reaches. Differences in grain size distribution of the sediments at each test reach exercise a strong controlling influence on the streambed K_v. This study promotes the understanding of dynamics influencing the interactions between groundwater and surface water and provides guidelines to scientific water resources management for rivers.     

黄土微观参数指标与阻尼比关联度研究

对岷县地震台、庆阳黄土塬2~12m深度土层的粉土、粉质黏土样品,利用室内动三轴试验和扫描电镜试验,测定阻尼比和微观结构特征,研究了粉土、粉质黏土的阻尼比随深度的变化及应力应变关系,采用灰色关联度方法,分析了黄土竖向（沉积方向）和横向（垂直于沉积方向）的微观结构参数对阻尼比影响的主次关系及其权重。研究结果表明:小应变下,粉土和粉质黏土阻尼比随着深度的增加而减小;粉土和粉质黏土的微观参数与阻尼比有一定的关联性,粉土竖向的微观参数对阻尼比的影响较为敏感;粉质黏土横向的微观参数对阻尼比的影响更加敏感;影响权重方面,粉质黏土的平均形状系数影响权重最大,对阻尼比的影响最大;粉土的平均形状系数、分形维数和概率熵影响权重最大,对阻尼比影响最敏感。平均面积无论在关联度还是影响权重方面对阻尼比影响最小,该结论粉土与粉质黏土保持一致。     

黄土液化微细观特性试验研究

黄土液化演化过程的微观机理分析是液化防御的科学问题之一。通过微细观及动力学试验探索黄土液化的本质和影响因素。首先用CT细观扫描实验探索黄土渗透液化的细观变化,研究表明土体液面上升的根本原因是弱碱性盐类胶结物的吸水作用导致土样含水面整体上升;试样达到高饱和度,大孔隙周围颗粒间胶结物质破坏后有效应力为零,土层液化。粉土的孔隙尺寸和特殊的胶结物质导致高饱和度。土样微观结构的差异也会影响土的液面上升和破坏强度。针对低黏性粉土、粉质砂土及粉质黏土的三类黄土液化实验分析表明,低黏性粉土动荷加载时间更短,更易于液化,即低粘性粉土液化最为严重,粉质砂土为中等液化,粉质黏土相比其他黄土类别不易液化。电镜扫描土样微观结构参数分析表明,土颗粒周围胶结物质的化学元素比值(Ca/Fe),以及土颗粒粒径分布和孔隙尺寸(孔隙与颗粒比)均影响液化等级,可初步判断液化的强弱。     

Pattern of spatial variability in granulometric and mineralogical characteristics across an ecologically sensitive sub-tropical wetland (Bihar,India)

Floodplain wetlands are dynamic systems undergoing frequent hydro-sedimentological changes. Tropical/subtropical wetlands have even more pronounced climatic and biological influences on the sediment dynamics. In the current study, a protected subtropical wetland in Bihar(India) has been assessed for its sedimentary and mineralogical status. Sediment characteristics and associated granulometric parameters are discussed to highlight the wetland’s hydrogeomorphic character, energy dimension, and th...     

强震作用下抗震陷黄土改良地基的微观特征分析

基于动三轴试验和SEM细观结构测试试验,结合图像分析处理软件,对强震荷载前后宝兰客运专线沿线典型震陷性黄土及其经物理、化学和复合改良方法处理后的试样进行微观尺度的结构变形演化规律研究,探讨不同改良方法对土体微结构的影响及其与震陷系数之间的内在联系。结果表明:(1)物理改良方法对于消除大孔隙和架空孔隙结构的效果最为明显,同时对颗粒级配和结构也有调整;(2)化学改性方法则从颗粒接触方式、粒间胶结程度等方面影响土体强度,且不同化学反应的参与可生成独特的玻璃微珠或絮凝状细结构,从而大大提升土体某项参数指标,进而在强震中分别起到填充、胶结或缓冲作用;(3)强震作用前后不同改良方法对各微观要素的改变与相应的残余应变现象吻合较好,说明微结构能有效反映改良黄土残余变形的强弱。