长江三峡库区秭归杨林桥镇震群成因

对三峡数字地震台网记录的2016年3—6月三峡工程库区秭归库段杨林桥镇小震群进行双差精定位,通过Snoke方法计算该震群中较大地震的震源机制解,并结合野外宏观调查等方法,分析震源参数的时空变化特征。结果表明:杨林桥镇小震群密集分布在2 km×3 km矩形范围内,有较明显的展布方向,但与邻近的仙女山断裂、九畹溪断裂和天阳坪断裂走向不一致;震群距长江干流超过10 km,与三峡水库无水利联系,无相关性;震群展布方向上有岩溶洞分布,且降雨丰富,初步判断成因类型为岩溶塌陷型。     

大气边界层气象学研究综述

文中回顾了大气边界层气象学的发展历史，总结了目前大气边界层气象学的主要进展，并指出国内外在未来大气边界层气象学研究方面面临的一些主要科学问题，以及对未来大气边界层气象学的发展方向提出若干建议，同时还指出了大气边界层气象学在思想上和方法上应该注意的一些相关问题。     

Attribution of Persistent Precipitation in the Yangtze–Huaihe River Basin during February 2019

In February 2019, a month-long persistent precipitation event occurred in the Yangtze–Huaihe River basin. The geopotential height field that affected the duration of this frontal rainfall was divided into a high-latitude part and a lowlatitude part for analysis. In the high-latitude part, a two-wave structure led to quasi-stationary circulation, and the change of both the blocking high pressure and Arctic Oscillation phase caused cold air to invade South China continuously and changed the fronta...     

建立现代测绘成果管理机制的探讨

测绘资料和测绘成果的管理,是新时期国家赋予测绘主管部门的重要职责,是我国信息产业的重要组成部分。建立现代测绘成果管理机制,将测绘成果纳入信息化管理系统,最大限度地发挥地理信息资源的潜在价值,将为建设大而强、富而美的新山东提供优质高效的测绘保障服务。     

Research Progress and Prospect on Reactivation of Ancient Landslides

The ancient landslide has endured long-term slope evolution which results in its complicated material and special rock-soil properties. The risk of ancient landslide reactivation is substantially increasing due to the increase of intensified human engineering activities and the frequency of extreme weather events. Many ancient landslides have been reactivated all over the world and led to serious fatalities and severe damage to many important engineering facilities such as transportation and hydropower engineering projects. On the basis of the analysis of the research situation about the ancient landslides at home and abroad, the main research advances were summarized including the regional developing laws and recognizing of the ancient landslides, the mechanics properties of ancient landslide body and related sliding zone, reactivation mechanism of ancient landslides, reactivating process and modeling analysis of ancient landslides, early recognization of ancient landslide reactivation, etc. To meet the demands of disaster prevention and reduction, three key scientific issues were put forward to be solved: ①automaticaly establishing the methodology and identification criterions for recognition of ancient landslide; ②revealing the reactivation mechanism of ancient landslide based on a new strength theory; ③establishing the early rapid recognition method and predictive model for ancient landslide reactivation. Solving the above mentioned scientific theory and methodology will facilitate the planning and site selection of major projects as well as the disaster prevention and reduction in ancient landslide developing areas.     

致密砂岩储层构造裂缝形成机制及定量预测研究进展

致密砂岩裂缝性储层已逐渐成为非常规油气资源勘探开发的重点,构造裂缝形成机制研究及定量预测也相应成为热点问题.从构造地质学和地质力学角度对目前的裂缝研究方法进行系统分析,并对含微裂隙的岩石损伤力学实验分析、复合地层本构关系及破裂准则的建立以及不同应力场作用下裂缝参数的定量表征方法进行详细对比后认为,裂缝的产生、裂缝的位置和方向以及裂缝参数的量化是实现裂缝准确预测的关键.今后裂缝研究的发展方向主要有3个,即基于构造地质学和岩石损伤力学的宏观野外观察和微观室内试验相结合研究裂缝形成机制,考虑多重影响因素并基于能量转换理论的复合岩石破裂准则建立,基于精细构造地质模型的有限元数值模拟实现各期应力场作用下裂缝参数的三维定量表征.     

Behavior of Pile Groups under Lateral Load

Based on investigation and model tests, and in combination with the research work on group effect for pile groups under lateral loads relating to the code of fixed offshore platforms, a series of studies have been performed on the behavior and failure mechanism of laterally loaded pile groups, critical pile spacing inducing group effect, lateral bearing capacity of pile groups and its main influence factors, the stress-strain relationship for single piles and pile groups and so on. Some new laws about non-uniformity of load distribution in the longitudinal direction of pile groups and load-deflection (p - y) curves for pile groups have been discovered, and an empirical formula is presented in order to remedy the defect of current calculating methods at home and abroad. These results can be used for reference in the design of pile foundation under lateral loads.     

基于BGM的暴雨集合预报初始扰动发展分析

基于增长模繁殖法（BGM）思想,采用AREM（新一代区域η坐标模式）,研究了暴雨过程中,初始随机扰动在繁殖循环中随时间的演变特征和发展机理。结果表明,初始扰动的演变决定于环流背景场的结构和大气中的湿物理过程。背景场不仅影响扰动的演变规律,而且决定了扰动发展的敏感区域。初始扰动随时间演变存在两个敏感区,一是背景场的大风速区,二是降水区附近。对流层高层,大风速区附近扰动得到最优发展;对流层中低层,扰动不仅沿大风速区发展,且与降水区配合较好。初始扰动发展的机理也有两种,一是大气湿物理过程引起的位势不稳定或第二类条件不稳定（CISK）;二是由风切变引起的大气动力不稳定。高层扰动的增长,以干大气的动力不稳定占优,中低层扰动的发展主要是湿物理过程的贡献,初始扰动在模式中的发展与降水的发展是同“源”的,有利于降水发展的环境也有利于初始扰动的发展,从而影响了降水的可预报性。所以利用暴雨预报模式制作集合预报时,BGM仍是可用的方法。     

玉龙斑岩铜矿含矿与非含矿斑岩元素和同位素地球化学对比研究

地质地球化学对比研究表明,玉龙含矿与非含矿斑岩是由岩石圈地幔中交代成因的金云母-石榴石单斜辉石岩脉发生不同程度部分熔融而形成的。含矿斑岩是最早阶段熔融体,主要是由交代成因脉中副矿物（如磷灰石和碳酸盐矿物等）和含水矿物金云母发生部分熔融而形成的,因而富含F、Cl和水等挥发份,加上该阶段岩浆具有高氧化性特征,从而富含Cu等成矿元素;非含矿斑岩是交代成因脉相对较高熔融程度的产物,单斜辉石和石榴石介入了熔融作用,岩浆熔体相对贫乏F、Cl和水等挥发份,加上该阶段岩浆具有较低的fo2,从而不利于成矿。斑岩体全岩的F和Cl含量（含矿斑岩F〉1200PPm．Cl〉150ppm;非含矿斑岩F〈1200ppm,Cl〈150ppm）、K2O／Na2O（含矿斑岩〉1．2,非含矿斑岩〈1．2）和Sm／Yb（含矿斑岩〉6．5,非含矿斑岩〈6、5）比值以及黑云母中的Fe^3＋／Fe^2＋比值（含矿斑岩〉0．7,非含矿斑岩〈0．7）是区分含矿与非含矿斑岩的重要地球化学参数。含矿斑岩与非含矿斑岩具有非常相似的Sr-Nd-Pb同位素组成,表明含矿与非含矿斑岩具有相同的源区。     

东欢坨矿构造特征及断裂构造定量研究

基于物探、钻探等资料,采用地质统计法对东欢坨矿区构造要素进行分析,探讨了断层发育规模、空间展布特征及断层要素与断层性质的相关关系,建立了不同性质断层的落差与延展长度之间的经验公式,从古构造应力场演化角度分析了断裂展布的成因。研究表明：区内地质构造以NE向断层为主,以车轴山向斜轴为界,表现为＂两翼分区＂、＂西逆东正＂,全区呈现＂南北分带＂、＂南密北稀＂的展布特征。定量分析认为断层落差与延伸长度呈正相关关系,断裂密度等值线呈现明显分区性,断裂强度由SE-NE逐渐减弱。