北秦岭板山坪岩体锆石U-Pb年代学及岩石成因研究

板山坪岩体是北秦岭二郎坪群中的侵入岩。为了查明该岩体的成因,对该岩体进行了锆石U-Pb年代学、锆石原位Hf同位素研究以及矿物化学分析等方面的研究。研究结果表明,板山坪岩体岩性组成主要为石英闪长岩和花岗闪长岩,花岗闪长岩内部存在暗色包体。本次研究获得板山坪石英闪长岩锆石U-Pb年龄为442.7～432.2 Ma,花岗闪长岩锆石U-Pb年龄为436.8～432.7 Ma,暗色包体锆石U-Pb年龄为437.6 Ma。锆石176Hf/177Hf值为0.282 737～0.282 736,εHf（t）值集中分布在8.4～9.4之间,二阶段Hf模式年龄（TDM2）在876～832 Ma之间。石英闪长岩结晶温压分别为673 ℃～745 ℃和0.19～0.54 GPa,花岗闪长岩结晶温压分别为657 ℃～730 ℃和0.48～0.96 GPa,暗色包体结晶温压分别为680 ℃～734 ℃和0.69～1.65 GPa。综合分析认为板山坪岩体为复式岩体,两期结晶年龄分别为496～487 Ma和442～432 Ma。岩石来源于地幔分离出来的新生下地壳。     

超厚煤层分布与成因模式

煤厚的分级主要是从煤炭开采的角度来确定的,大于8m的厚煤层一概以巨厚煤层来称之。世界上,煤层总厚最大的是澳大利亚的吉普斯兰盆地,总厚达到700多米;加拿大哈溪煤田二号露天区则为单层煤厚最大的矿区,煤厚达510m;中国内蒙古自治区胜利煤田胜利东二号露天煤矿,单层（6煤层）厚达244.7m,总煤厚达320.65m。从沉积、层序地层与构造诸角度出发,依据现代泥炭堆积与阴沉木堆积等现象进行厚煤层的成因研究,对异地成煤及一些超厚煤层的成因模式进行了介绍和初步评价。     

荥阳地震台形变观测干扰的识别

分析降雨、大风、雷电、观测室进人、放炮、断电及仪器故障等各种干扰事件对荥阳地震台数字化形变固体潮分钟值的影响。     

State-of-the art and future of earthquake early warning in the European region

European researchers and seismic networks are active in developing new approaches to earthquake early warning (EEW), implementing and operating test EEW systems, and in some cases, offering operational EEW to end users. We present the key recent developments in EEW research in Europe, describe the networks and regions where EEW is currently in testing or development, and highlight the two systems in Turkey and Romania that currently provide operational systems to a limited set of end users.     

地质灾害与不同尺度降雨时空分布关系

降雨是地质灾害最重要的诱发因素之一,开展地质灾害与不同尺度降雨的时空分布研究,分析降雨诱发地质灾害的特点规律,对于提升地质灾害区域预警水平和防灾减灾实践具有重要意义。本文以2006～2007年汛期地质灾害的实际发生情况为例,通过统计分析方法,对区域地质灾害与年降雨量、月降雨量、月暴雨日数、典型降雨过程之间的时空分布关系开展系统分析,研究表明:降雨是群发型地质灾害发生的重要诱发因素,地质灾害的发育密度与年均雨量成正比,地质灾害发育密度最大的区域,其年均雨量最大;地质灾害分布与月降雨量、月暴雨日数的分布总体上具备一定的对应关系,但并不是完全对应的,主要受到典型强降雨过程的落区控制;在地质灾害多发区出现典型强降雨过程时,地质灾害群发。     

大厚度饱和砂土液化治理试验研究

饱和砂土液化地基治理是工程建设中面临的一大难题。某拟建电厂工程针对大厚度的饱和砂土液化地基,通过采用大直径振冲碎石桩复合地基的处理方法,开展了大厚度饱和砂土液化地基治理的现场试验研究。试桩施工结束后,通过采用载荷试验、超重型动力触探试验等原位测试方法,对桩间土、桩体及复合地基的承载性能、变形参数及液化处理效果进行了评价和分析,取得了大量可靠的试验数据,对类似工程具有一定的参考价值     

Migration of Depocenters and Accumulation Centers and its Indication of Subsidence Centers in the Mesozoic Ordos Basin

Based on the integrated study of structure attributions and characteristics of the original basin in combination with lithology and lithofacies, sedimentary provenance analysis and thickness distribution of the Mesozoic Ordos Basin, it is demonstrated that the depocenters migrated counterclockwise from southeast to the north and then to the southwest from the Middle-Late Triassic to the Early Cretaceous. There were no unified and larger-scale accumulation centers except several small isolated accumulation centers before the Early Cretaceous. The reasons why belts of relatively thick strata were well developed in the western basin in several stages are that this area is near the west boundary of the original Ordos Basin, there was abundant sediment supply and the hydrodynamic effect was strong. Therefore, they stand for local accumulation centers. Until the Early Cretaceous, depocenters, accumulation centers and subsidence centers were superposed as an entity in the southwest part of the Ordos Basin. Up to the end of the Middle Jurassic, there still appeared a paleogeographic and paleostructural higher-in-west and lower-in-east framework in the residual basin to the west of the Yellow River. The depocenters of the Ordos Basin from the Middle–Late Triassic to the Middle Jurassic were superposed consistently. The relatively high thermal maturation of Mesozoic and Paleozoic strata in the depocenters and their neighborhood suggest active deep effects in these areas. Generally, superposition of depocenters in several periods and their consistency with high thermal evolution areas reveal the control of subsidence processes. Therefore, depocenters may represent the positions of the subsidence centers. The subsidence centers (or depocenters) are located in the south of the large-scale cratonic Ordos Basin. This is associated with flexural subsidence of the foreland, resulting from the strong convergence and orogenic activity contemporaneous with the Qinling orogeny.     

基于GIS的矿体形态三维可视化定位研究——以喇嘛苏外围中段隐伏铜矿体为例

隐伏矿体的勘查一直是当下矿产勘查的热点,尤其是对矿体形态复杂的金属矿进行定位、定量、定概率研究。喇嘛苏外围隐伏铜矿体产于华力西早—中期斜长花岗斑岩与中元古界蓟县系库松木契克群下亚群泥化微晶灰岩的接触带部位,属于典型的接触交代矽卡岩型矿床,矿体形态复杂多变,给矿山企业的资源量估算带来很大不确定性。采用"桌面GIS+移动GIS数据集成+数据处理"的方法,克服了传统勘查方法单一与延时的缺点,解决地学测量数据"离散化"的状态,将研究区地质—物探—化探—遥感数据与图件集成,对综合异常区进行快速的圈定;建立集成研究区多源信息矢量化空间数据库,利用医学上的Marching Cubes方法,对侵入体与赋矿层进行三维可视化模拟,结合钻孔见矿位置佐证矿体形态展布变化以及预测东南向隐伏矿体,为矿山企业降低勘探采矿风险、缩短勘查周期提供数据支持。     

梯形面片数据模型及其空间运算应用

提出一种新的基于梯形面片的空间运算方法,该方法将多边形要素预先分解成一系列的梯形面片,后续的空间运算将不再基于原始多边形要素进行操作,而是对分解产生的梯形面片进行更为简便的计算处理。梯形面片模型结合了常见矢量数据模型数据精度高、栅格数据模型运算简单等优点,在执行相关空间运算中与常见矢量和栅格模型相比具有优势。详述了该数据模型,并以点面包含分析和多边形叠置分析等实例探讨了其在空间运算中的应用,测试与分析表明该方法兼具数据精度高、算法实现简单等优点,能较有效地提高空间运算的执行效率。     

不同掏蚀深度下古城墙的稳定性数值分析

以浙江良渚古城的宽顶古场面墙稳定性问题为研究对象,本文针对古城墙可能出现的不同深度的风沙掏蚀的实际工况,通过有限差分软件FLAC3D,建立计算模型进行了稳定性分析,探讨了不同掏蚀深度下城墙破坏机理和规律.研究表明:当城墙墙根掏蚀深度不是很大时,城墙整体稳定,土体开始出现比较小的位移量,掏蚀部位及其周围出现局部塑性破坏现象.随着掏蚀深度的增加,城墙塑性破坏区域不断向城墙体内部、顶部及顶部后缘范围发展,城墙上的土体位移量随着掏蚀深度的增加而呈数量级的增加,直至城墙出现整体崩塌破坏.掏蚀作用加剧了地震作用下城墙体的破坏,在掏蚀部位形成潜在破坏口,内部形成塑性贯通区,造成墙体整体崩塌.