大兴安岭幔枝构造与银多金属成矿作用   总被引：3，自引：0，他引：3  

牛树银  聂凤军  孙爱群  江思宏  王宝德  张建珍  马宝军  白大明  陈超 《吉林大学学报(地球科学版)》2011,41(6):1944-1958

通过对大兴安岭地区构造演化、区域地质、地球物理、地球化学特征的研究,认为燕山期以来是该区地幔热柱强烈活动时期.最明显的表现是强烈的构造运动和大规模的岩浆活动,最显著的标志是兴蒙地区盆岭构造的形成和大规模的成矿作用.大兴安岭中南段是一较典型的幔枝构造,具有明显的核部岩浆-变质杂岩、外围拆离滑脱层及上叠断陷盆地,是该区重要...  相似文献   

渭北煤田合阳县北中深部控煤构造样式分析     

王辉 《中国煤炭地质》2011,(10):8-13,28

依据野外地表地质观测及地震、钻探最新的深部地质资料,结合对区域控煤构造认识,运用构造解析、构造应力场及地质力学分析等研究思路与方法,讨论了研究区控煤构造特征、构造样式以及成因。研究结果表明：研究区共有三类六种控煤构造样式,即挤压构造样式（宽缓褶皱、叠加褶皱）、走滑构造样式（反＂S＂型褶皱、＂入＂字型构造）及伸展构造样式（掀斜断块、堑垒构造）,其中以伸展构造样式发育为主要特征;研究区由东南向西北,构造变形强度由强变弱,先后经历了印支期南北向挤压、燕山中期北西向挤压和喜马拉雅期北东向挤压-走滑与北西-南东向伸展断陷作用;晚期形成的正断层不仅破坏了煤层的连续性,而且成为奥灰水储集和运移的主要通道,增大了底板突水的可能性,使煤炭资源开发受到影响。  相似文献   

软土地下工程抗震数值模拟的若干关键问题   总被引：1，自引：0，他引：1  

陈之毅  沈昊 《上海国土资源》2011,32(4):83-87

针对我国地下工程建设项目抗震安全性能设计和评估的需求,并基于目前缺少完善的地下结构抗震分析方法和专门的地下结构抗震设计规范的现状,重点阐述了采用有限元方法进行地下工程数值模拟和分析时需要特别关注的三方面问题：计算范围、土一结构动力相互作用和边界条件。着重分析了有限元网格的划分、土一结非线性接触问题和不同边界条件的适用性,以及这些建模条件对计算结果可靠性的影响。对基于数值手段开展地下工程抗震安全性能的计算、分析和评价,制定地下结构抗震设计规范或规程,可提供有益参考。  相似文献   

Evaluation of wave impact loads on caisson breakwaters based on joint probability of impact maxima and rise times     

Giovanni Cuomo  Rodolfo Piscopia  William Allsop 《Coastal Engineering》2011

When waves break against seawalls, vertical breakwaters, piers or jetties, they abruptly transfer their momentum into the structure. This energy transfer is always spectacular and perpetually unrepeatable but can also be very violent and affect the stability and the integrity of coastal structures. Over the last 15 years, increasing awareness of wave-impact induced structural failures of maritime structures has emphasised the need for a more complete approach to dynamic responses, including effects of impulsive loads. At the same time, movement of design standards toward probabilistic approaches requires new statistical tools able to account for uncertainties in the variability of wave loading processes. This paper presents a new approach to the definition of loads for use in performance design of vertical coastal structures subject to breaking wave impacts.  相似文献   

中国南海涠洲油田W114A平台服役15年的水下钢结构腐蚀防护调查   总被引：2，自引：1，他引：1       下载免费PDF全文

姚平  鲍祺  赵霞  段继周  马士德 《海洋科学》2011,35(1):54-58

介绍了W114A平台在南海服役15年的水下钢结构的腐蚀与防护特检报告.检测表明,生物污损严重,最大附着厚度可达20 cm,阴极保护系统正常,保护效果良好.对检测方法和结果进行了分析发现,电位测量程序不妥,牺牲阳极物理尺寸的测量方法不准确,测厚点的基面清理不干净,不能准确地对平台的阴极防护效果进行评估,并对此提出了修改意...  相似文献   

珠三坳陷阳江凹陷构造特征及其对油气成藏的影响     

杨海长  徐建永  武爱俊  印斌浩  李建红 《海洋地质译丛》2011,(2):20-24

在对研究区地震资料精细解释的基础上,对原阳江凹陷及其南缘低凸起重新进行了构造单元划分。阳江低凸起北支将原阳江凹陷分隔为阳江东、西两个凹陷,阳江东凹陷可以进一步分为东1洼和东2洼。阳江北断裂是阳江东、西两个凹陷主要的控凹断裂,根据断裂走向拐点和阳江东、西凹陷的分界可以把阳江北断裂划分为3段,分别是西段、中段和东段,西段控制阳江西凹陷,中段控制东1洼,东段控制东2洼。断裂各段活动规律不同,其中断裂中段控制的东1洼的主要活动期在晚始新世和早渐新世,控制文昌组和恩平组的湖相沉积,勘探潜力最好。继承、叠加发育的伸展构造样式是阳江东、西两凹陷的主要构造样式,断层型圈闭和披覆背斜型圈闭是该地区发育的主要圈闭类型。勘探实践表明,垂向运移和近源成藏是阳江东、西两凹陷主要的成藏规律。  相似文献   

甘肃内陆河流域生态功能及保护对策   总被引：2，自引：0，他引：2  

刘思敏 《湿地科学与管理》2011,7(3):37-39

从阐述张掖生态功能的重要意义入手,阐明了祁连山森林、湿地、人工绿洲成板块结构镶嵌分布,组成了强大的生态屏障,阻止了沙漠化的进程。针对张掖生态安全屏障保护存在的主要问题和甘肃祁连山国家自然保护区及张掖黑河湿地国家自然保护区建设现状,提出了祁连山自然保护区生态保护与管理及湿地国家级自然保护区生态恢复与综合治理的具体措施,为甘肃内陆河流域生态安全屏障建设提供参考依据。  相似文献   

不同岩溶储水结构分析与地球物理勘察   总被引：2，自引：0，他引：2  

甘伏平 《地质与勘探》2011,47(4):663-672

岩溶区储水结构是寻找地下水最为有利的靶区。在可溶岩与非可溶边界呈串珠状发育的岩溶泉、漏斗等,常指示地下岩溶强烈发育,接触界面的可溶岩为找水的有利部位。在背斜轴部,由于来自侧翼的挤压作用,灰岩、白云岩等硬脆性岩石易形成张性裂隙密集带,成为地下水的有利赋存部位。断裂、构造裂隙密集带使地下水互为沟通,成为良好的储水载体。在这...  相似文献   

System identification of a building from multiple seismic records     

Hasan S. Ulusoy  Maria Q. Feng  Paul J. Fanning 《地震工程与结构动力学》2011,40(6):661-674

This paper describes the identification of finite dimensional, linear, time‐invariant models of a 4‐story building in the state space representation using multiple data sets of earthquake response. The building, instrumented with 31 accelerometers, is located on the University of California, Irvine campus. Multiple data sets, recorded during the 2005 Yucaipa, 2005 San Clemente, 2008 Chino Hills and 2009 Inglewood earthquakes, are used for identification and validation. Considering the response of the building as the output and the ground motion as the input, the state space models that represent the underlying dynamics of the building in the discrete‐time domain corresponding to each data set are identified. The time‐domain Eigensystem Realization Algorithm with the Observer/Kalman filter identification procedure are adopted in this paper, and the modal parameters of the identified models are consistently determined by constructing stabilization diagrams. The four state space models identified demonstrate that the response of the building is amplitude dependent with the response frequency and damping, being dependent on the magnitude of ground excitation. The practical application of this finding is that the consistency of this building response to future earthquakes can be quickly assessed, within the range of ground excitations considered (0.005g–0.074g), for consistency with prior response—this assessment of consistent response is discussed and demonstrated with reference to the four earthquake events considered in this study. Inclusion of data sets relating to future earthquakes will enable the findings to be extended to a wider range of ground excitation magnitudes. Copyright © 2010 John Wiley & Sons, Ltd.  相似文献   

Predicting the equilibrium bed slope in natural streams using a stochastic model for incipient sediment motion     

Vito Ferro  Paolo Porto 《地球表面变化过程与地形》2011,36(8):1007-1022

In this paper, a method to predict the equilibrium bed slope in natural streams based on the incipient motion criterion is proposed. The method is based on the criterion suggested by Gessler to simulate the grain size distribution of the armour coat using the concept of critical shear stress of a sediment mixture. In particular, a different expression of the probability for a single particle size to be part of the armour coat is firstly proposed; then, a simple two‐steps criterion is suggested to estimate the safety factor required by the proposed approach. The method is applied in three different Italian regions (Calabria, Basilicata, and Tuscany) and required several field campaigns involving the survey of 251 stream reaches upstream of grade‐control structures. The area including five Calabrian streams is firstly used to test the suitability of the two‐steps approach. In this area, considering the detailed information about the particle size of bed material, the effect of using a simplified grain size distribution for each torrent is also checked. The method is then applied within the two additional areas (Basilicata and Tuscany) in order to check the geographic influence on the prediction of the stable longitudinal profile. A comparison between measured and estimated values of the equilibrium bed slope showed a good agreement for the Calabrian streams, where the number of the investigated stream reaches is greater, and satisfactory results for the torrents located in Basilicata and Tuscany where the field data set is more limited. The overall results encourage the extension of the proposed method to additional field data and suggest the use of this approach by hydraulic designers in order to stabilize the longitudinal profile of natural streams. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献