GPS在山区滑坡变形监测中的应用

山区滑坡的稳定性一直是倍受关注的一个重要安全问题。本文讨论了滑坡位移传统监测方法的缺陷和新型的基于GPS的自动监测技术所具有的独特优势,介绍了适用于山区公路滑坡位移监测的高精度的GPS技术。实践表明,采用GPS技术进行山区滑坡的稳定性监测,具有可操作性更强、精度更高、不受气候条件约束以及高度自动化等优点,能够为预测边坡可能出现失稳破坏的部位和变形破坏时间提供更可靠的监测资料,因而GPS监测技术值得在山区滑坡的变形监测领域中推广使用。     

HMT法探测花岗岩差异风化的应用研究

通常情况下花岗岩岩性稳定、岩石完整,是隧道工程的理想围岩.我国沿海地区花岗岩覆盖普遍,但因气候炎热,秋夏两季多台风暴雨,降雨量丰富,化学风化作用剧烈,使得花岗岩差异风化严重.风化作用不仅仅发生在近地表,而且深切入地下达数百米,常穿过隧道洞身.本文以新建厦门至深圳高速铁路(简称厦深高铁)某隧道工程勘察为例,采用探测深度大、工作方便的天然场源高频大地电磁测深法(HMT),探测花岗岩差异风化情况.四条相邻测线综合探测结果表明:根据HMT法二维反演剖面图中电阻率的差异,成功解释了已开挖段的施工塌陷范围,并预测了将要开挖段的强风化弱地质结构分布范围;通过垂向相对低阻异常特征定量推断了岩体风化带向下延伸情况,为隧道安全施工提供了科学指导.     

Nonlinearity in the response of soils in the 1995 Kobe earthquake in vertical components of records

Strong motion records provided by seismic vertical arrays allow estimation of stress–strain relations in soils at depths from the surface to the location of the deepest device. As an example, time-dependent nonlinear soil behavior was estimated in vertical components of records obtained in the epicentral area of the 1995 Kobe earthquake. Degradation of the rigidity of soils in the strong motion was observed. The constructed nonlinear models of the soil behavior were used for estimating the nonlinear parts in the ground response by the nonlinear system identification technique. Nonlinear parts in the ground response were found to be as high as 50% at 2 km from the fault and 10% at 6–15 km from the fault plane. Odd types of nonlinearity, such as cubic, the fifth, seventh, etc. order, were found to be typical for soils, whereas, nonlinearities of even types are usually weak, but increase in liquefied soils.     

2009年秋季武汉大东湖北湖水系水生植物调查

武汉大东湖北湖水系包括北湖、严西湖、严东湖、竹子湖、清潭湖.2009年秋季对北湖水系湖区水生植物调查结果表明,水生植物分布面积达3.89km2,占整个水域面积的14.8%,总现存量(鲜重)为17834.28t;现有水生植物49种,隶属于20科36属,苦草(Vallisneria spiralis)、穗花狐尾藻(Myri...     

2019年中国大陆地震灾害损失述评

本文列出了2019年中国5.0级（含）以上地震目录,对中国大陆地震灾害情况和主要特点进行总结。结合有关省（自治区、直辖市）地震局的地震灾害评估报告和相关资料,分析主要震例的经济损失结果和灾害特点,并结合1998年以来中国大陆自然灾害与地震灾害统计数据,分析对比地震灾害致灾情况占全部自然灾害的比例变化特征。     

2008年中国四川汶川大地震的地震断层

1 四川大地震概况 2008年5月12日西藏高原和四川盆地交界处发生大地震,从中国中部到西部的广阔地区遭到严重灾害.据中国政府发表的信息,到7月1日为止,已有69 195人死亡,18 404人下落不明,374 177人受伤,受灾总数达4 600万人.这次中国内陆发生的四川大地震,因震源在汶川而被正式命名为汶川地震.     

ADP在太湖沉积物再悬浮分析中的应用

分析太湖的悬浮物浓度时,使用传统的过滤与称重的方法,难以在短时间内取得大量的数据,并且进行大范围调查时困难较多,特别是在计算悬浮物浓度随时间的变化率时,根据导数的定义其时间间隔应足够小,此时上述方法显然难以得出较为准确的结果．本文从声学后散射原理出发,通过对声学多普勒三维流速仪(ADP)所接收的回声强度在传播距离上的校正,得出了当悬浮物粒径组成较为稳定时,该强度能反映水体中悬浮物浓度(SSC)的结论,并基于2002年在太湖乌龟山的一次为期一周的湖流观测结果,分析了经校正后的回声强度与太湖中悬浮物浓度间的指数相关关系,通过实测资料对上述关系进行了验证,结果表明该经验公式适用于太湖,其回声强度的变化能反映水体中SSC的变化规律,为大范围调查水体中悬浮物浓度提供了更加快速而有效的方法．     

我国地震的现今地球动力学研究的进展与方向

本文从活动构造、大陆地壳形变与现代地壳运动、地震活动区与大震震源区的深部探测及动力学、大陆强震区的地壳介质结构与地震成因、构造的物理及数值模拟、大陆岩石圈动力学以及地球动力学模型研究七个方面扼要介绍了近年来我国开展的与地震有关的现今地球动力学研究进展和取得的一系列新认识以及研究动向。在此基础上提出了微动态地球动力学，上地幔的非均匀性、深浅部构造关系及其动力学和地球动力学模型的理论研究三个应该优先发展的研究领域。     

三种变换在强震记录分析方面的研究

在简要地介绍比较了傅立叶变换、小波变换、希尔伯特-黄变换理论的基础上,针对集集地震大量强震记录进行各种变换分析比较,以探求希尔伯特-黄变换在强震记录分析中应用的前景.通过对集集地震60条不同震中距和场地的强震纪录,分别作傅立叶频谱、希尔伯特-黄边际谱和能量密度谱分析,列表归纳对比显示希尔伯特-黄变换在强震记录处理中基本表现出和其他变换相同的趋势,并有其新特点,能体现出强地震动的瞬时特性,是对现有强震数据处理方法重要的补充.     

Analysis of nonstationarity in low flow in the Loess Plateau of China

An approach for nonstationary low‐flow frequency analysis is developed and demonstrated on a dataset from the rivers on the Loess Plateau of China. Nonstationary low‐flow frequency analysis has drawn significant attention in recent years by establishing relationships between low‐flow series and explanatory variables series, but few studies have tested whether the time‐varying moments of low flow can be fully described by the time‐varying moments of the explanatory variables. In this research, the low‐flow distributions are analytically derived from the 2 basic explanatory variables—the recession duration and the recession coefficient—with the assumption that the recession duration and recession coefficient variables follow exponential and gamma distributions, respectively; the derived low‐flow distributions are applied to test whether the time‐varying moments of explanatory variables can explain the nonstationarities found in the low‐flow variable. The effects of ecosystem construction measures, that is, check dam, terrace, forest, and grassland, on the recession duration and recession coefficient are further discussed. Daily flow series from 11 hydrological stations from the Loess Plateau are used and processed with a moving average technique. Low‐flow data are extracted following the pit under threshold approach. Six of the 11 low‐flow series show significant nonstationarities at the 5% significance level, and the trend curves of the moments of low flow are in close agreement with the curves estimated from the derived distribution with time‐dependent moments of the recession duration and time‐constant moments of the recession coefficient. It is indicated that the nonstationarity in the low‐flow distribution results from the nonstationarity in the recession duration in all 6 cases, and the increase in the recession duration is resulted from large‐scale ecosystem constructions rather than climate change. The large‐scale ecosystem constructions are found to have more influence on the decrease in streamflow than on the increase in watershed storage, thus resulting in the reduction of low flow. A high return period for the initial fixed design value decreases dramatically with an increasing recession duration.     

Uncertainties in the estimation of earthquake magnitudes in Greece

Instrumental magnitudes in Greece have been reported as: a) Mmagnitudes based on the records of the Wiechert or Mainka seismographs,b) M_LGR magnitudes based on the records of the Wood-Anderson(WA) seismographs (T_o = 0.8 sec, V_effective 1000) or othershort period seismographs calibrated against WA records and,c) M_LSM magnitudes based on strong motion records(accelerograms). Comparison of such magnitudes with momentmagnitudes, M_w, for 329 earthquakes, with epicenters in thebroader Aegean area, performed in this study, showedthat M, M_LGR+0.5 and M_LSM are practically equalto M_w, with a small overall standard error ( = 0.23).Therefore, equivalent moment magnitudes, M_w ^*,estimated from these magnitudes and reported in the catalogues of theGeophysical Laboratory of the University of Thessaloniki are equal tomoment magnitudes for all practical purposes with reasonable uncertainties.It has been further shown that surface wave magnitudes, M_s,for M_s <6.0, can be also transferred into momentmagnitudes, M_w ^*, but the larger uncertaintiesencountered make its use rather problematic.     

数值模拟在黑山峡两坝址构造稳定性评价中的应用

通过对黑山峡进行区域应力场三维有限元模拟,利用岩石破裂危险度KR及断层滑动危险系数KF两个判别指标,确定出中卫一同心活动断裂带弧形顶点部位红谷梁—石圈区段及海原活动断裂带上西华山以东区段两个未来地震危险区,震源均处于上、中地壳交接带,即深15km左右,可能发生的最大地震震级分别为Ms7．3级及Ms8．2级。地震对两坝址的影响表明,大柳树坝址所受影响烈度可达9度,且位于极震区内,构造稳定性差;小观音坝址所受影响烈度约为7度,构造稳定性相对较好。     

龙门山北部陕甘川交界三角构造区断裂活动特征研究

龙门山北部3条不同走向的断裂带所围限的三角地区是我国陕甘川交界地区研究地震活动的重要场所.通过对区内秦岭南缘断裂、 平武—青川断裂、 岷江断裂及虎牙断裂活动特征研究和活动时代分析认为: 秦岭南缘断裂, 包括迭部—舟曲断裂、 武都—康县—略阳断裂及茶店—勉县断裂在晚更新世曾有过活动, 在全新世活动不明显; 龙门山断裂带东北段平武—青川断裂最后一次活动发生在晚更新世, 表现为右旋走滑的逆断裂, 全新世活动不明显; 岷江断裂和虎牙断裂不但在晚更新世活动强烈, 而且在全新世继续活动; 龙门山北部这个三角地区依然是未来地震活动关注的重点地区.      

CBCT在牙中牙诊断和治疗中的临床应用

目的：探讨CBCT在牙中牙诊断及治疗中的临床应用价值。方法：对3例经x线根尖片或曲面体层摄片发现的牙中牙病例进行CBCT扫描。利用CBCT三维重建影像,观察牙中牙的根管腔形态、内陷牙的数目和内陷牙髓腔的形状以及治疗后牙中牙内腔隙的封闭情况,并且与x线根尖片、曲面体层摄片比较。结果：CBCT能清晰显示牙中牙的根管腔形态、内陷牙的数目和内陷牙髓腔的形状以及治疗后牙中牙内腔隙的封闭情况等。结论：CBCT扫描能够全面地提供牙中牙治疗前后的影像信息,有利于牙中牙的诊断和治疗。     

Methods of the Theory of Water Flow in Porous Media in Problems Arising in Bog Watering

The analysis of hydrogeological problems arising in bog watering by methods enabling the depth to groundwater table to be controlled was used to develop a method for estimating the efficiency of such control when data for directly solving groundwater flow problems are lacking. The effect of nonmonotone dependence of the rate of groundwater level rise on the hydraulic conductivity of peat underlain by high-permeability sand rocks is described. This effect is shown to be significant in assessing the potentialities of the operational control of groundwater level in bog massifs with this type of geological structure.     

2014年云南地震灾害综述

根据2014年云南地震活动及云南省地震局2014年地震灾害损失评估报告,对2014年云南地震灾害进行了简述,并与全国地震灾害、云南省自然灾害及1992~2014年云南地震灾害等资料数据对比分析,总结出2014年云南地震灾害具有灾情重、损失大、呈区域性差异等特征。     

Mobilization of aluminium in the wathering profiles of the African surface in Malawi

Leaching of aluminium from the weathering profile of the African surface in Malawi was deduced from the chemistry of a vadose profile. Its loss occurs where congruent kaolinite dissolution results in saprolite collapse, leaving a weakly lateritized, sandy residual mantle. This leaching is a contemporary process, as shown by the precipitation of aluminosilicate evaporites in the dambos (seasonally waterlogged bottomlands). This paper presents the results of determinations, by ICP-OES and AAS-graphite furnace, of aluminium levels in groundwaters, examining the effects of a variety of pretreatments. Filtration (0.45 μm) substantially reduces the levels of total aluminium, showing it to be in particulate form. Subsequent acidification causes precipitation of < 0.45 μm forms of aluminium, further reducing the apparent levels to below ICP-OES detection limit. This is consistent with mobilization in organically bound forms which are destabilized at low pH, and accords with earlier work which showed that indigenous micro-organisms can cause dissolution of kaolinite. Organically bound mobilization provides an explanation for aluminium leaching at near-neutral pH in conjunction with the presence of silica in solution. The identification of this mechanism of kaolinite dissolution and aluminium evacuation from vadose profiles provides a realistic process for the levelling of extensive planation surfaces; the contingent collapse of the kaolinized saprolite would lower the interfluves, progressively narrowing the vadose zone until the landsurface approaches the planar form of the stable, regional water-table.     

断层泥在基岩区断层新活动研究中的意义

断层泥在基岩区断层新活动研究中的意义在于：利用断层泥中粘土矿物的组合、成分、结晶程度可以判定断层活动时的物理环境；断层泥带的宽度与断层的位移量有一定的线性关系，从而可用于确定断层的位移量；断层泥的显微构造特征及其中石英碎砾的表面结构，可以提供有关断层活动方式、性质、期次、时代等重要信息。对断层泥进行包括野外详细观测、室内显微构造分析以及年龄测定在内的综合研究，是确定基岩区断层新活动特征的行之有效的方法。     

中国大陆地区地震序列显著地震的时间分布特征

本文对中国大陆地区１９６６年以来约１００个５级以上地震序列的系统分析表明，地震序列显著地震累积频度Ｎ（ｔ）与时间ｔ间大体可分为幂函数、指数以及线性函数等３种分布形态，它们可能较客观地描述了地震序列随时间发展的复杂性与多样性。Ｎ（ｔ）与时间ｔ分布函数的不同，可能与后续显著地震性质不同有关，即指数函数可能预示后续发生双震型序列的第二主震或多震型序列中的强震甚至续发前－主－余型序列的主震；线性函数可能意     

Two-dimensional modeling of contaminant transport in porous media in the presence of colloids

It has long been known that colloids can facilitate the transport of contaminants in groundwater systems by reducing the effective retardation factor. A significant effort has been devoted to study colloid-facilitated contaminant transport during the past decade. Many of the previous studies were restricted to one-dimensional analyses and comparisons with finite-column experiments. In this work, a two-dimensional numerical model is developed and used to study the different interactions between colloids, contaminants, and porous media under homogeneous conditions. The numerical formulation of the model is based on discretizing mass balance equations and reaction equations using finite differences having a third-order, total variance-diminishing scheme for the advection terms. This scheme significantly reduces numerical dispersion and leads to greater accuracy compared to the standard central-differencing scheme. The model is tested against analytical solutions under simplified conditions as well as against experimental data, and the results are favorable. The model is used to investigate the impact of the various reaction rates and parameter values on the movement of contaminant plumes in two dimensions. The model is also used to investigate the hypothesis that colloids may increase the effective retardation factor of contaminant plumes. The analysis shows that assuming kinetic mass exchange between contaminant and colloids with constant reaction rate coefficients that are not related to the concentrations may lead to inaccurate results. These inaccurate results are exemplified in the finding that under the kinetic assumption the ratio of the initial concentration of colloids to the initial concentration of contaminant does not affect the amount of facilitation or retardation that occurs in the system. It is also found that colloids can increase the effective retardation factor for the contaminant under certain combinations of reaction rates and distribution coefficients. A quantitative empirical expression to identify whether colloids retard or facilitate the contaminant movement is presented.