龙滩水库地震精定位及活动特征研究

本文利用结合了波形互相关技术的双差定位法对龙滩库区2006年至2007年发生的地震进行了精确定位,并对其活动特征进行了分析.通过定位结果的比较,证明利用波形互相关技术提取的地震对的P、S波走时差数据及双差精定位法显著地提高了定位的精度和质量.对龙滩库区地震活动特征的研究结果表明,龙滩库区的地震活动与水库蓄水过程密切相关,成丛分布的地震活动分别表现出对水库蓄水过程不同的响应过程和活动特征,反应了龙滩库区在岩性特征、渗透条件、地质构造及应力场等方面存在局部性差异.     

Parameter identification of framed structures using an improved finite element model‐updating method—Part I: formulation and verification

In this study, we formulate an improved finite element model‐updating method to address the numerical difficulties associated with ill conditioning and rank deficiency. These complications are frequently encountered model‐updating problems, and occur when the identification of a larger number of physical parameters is attempted than that warranted by the information content of the experimental data. Based on the standard bounded variables least‐squares (BVLS) method, which incorporates the usual upper/lower‐bound constraints, the proposed method (henceforth referred to as BVLSrc) is equipped with novel sensitivity‐based relative constraints. The relative constraints are automatically constructed using the correlation coefficients between the sensitivity vectors of updating parameters. The veracity and effectiveness of BVLSrc is investigated through the simulated, yet realistic, forced‐vibration testing of a simple framed structure using its frequency response function as input data. By comparing the results of BVLSrc with those obtained via (the competing) pure BVLS and regularization methods, we show that BVLSrc and regularization methods yield approximate solutions with similar and sufficiently high accuracy, while pure BVLS method yields physically inadmissible solutions. We further demonstrate that BVLSrc is computationally more efficient, because, unlike regularization methods, it does not require the laborious a priori calculations to determine an optimal penalty parameter, and its results are far less sensitive to the initial estimates of the updating parameters. Copyright © 2006 John Wiley & Sons, Ltd.     

成都市新津县城乡建设用地增减挂钩农民安置区人居环境满意度分析

通过对成都市新津县3个城乡统筹试点区农民安置区的实地调查,构建了基于客观建设条件与主观满意度的安置区人居环境指标体系,运用模糊综合分析法对主客观两方面因素进行综合分析,得出居民对安置区的满意度及安置区建设条件评价。结果表明:袁山社区居民人居环境满意度及客观建设条件得分最高,其在安置区建设、安置区政策、居民社会经济等方面均优于其他两个社区。对成都市新津县"挂钩"试点区农民安置区的人居环境满意度评价,能从侧面反映出成都市推行"挂钩"政策的具体情况,客观衡量政策实施的优劣程度,发现政策推行过程中的主要问题,对推进区域城乡统筹具有一定的借鉴意义。     

甘东南流动台阵微震监测结果

利用高密度宽频带流动台阵资料,应用网格搜索地震定位方法对甘东南2009年11月-2011年11月期间的微震进行了重新定位.在研究区内有3个以上台站记录到的微震共3 014个,比常规台网记录多1 693个.重新定位结果显示:在各断裂带附近地震分布更加密集,沿断裂呈带状或簇集状分布;震源深度分布优势范围为5～20 km,其平均深度为11 km;地震深度分布与断裂的关系密切,地震条带与断裂构造可以较好的相对应.     

龙门山断裂带南段地壳一维P波速度结构

基于2009年1月1日至2013年5月6日四川地震台网、重庆地震台网记录的龙门山断裂带南段587个地震的5 012个P波到时数据,利用最小一维速度模型方法反演了龙门山断裂带南段地壳一维P波速度模型及台站校正值,并将其应用到龙门山地区地震重定位中。结果表明,台站校正值表征出龙门山断裂带南段地表速度结构的横向不均匀性,青藏高原的彭灌杂岩体及宝兴杂岩体在近地表表现为高速异常,而四川盆地的第四纪沉积表现为低速异常。重定位后地震震源在北西向的剖面上呈明显的条带状并向北西倾斜,该地震带与宝兴杂岩下方的滑脱带延伸趋势一致。此外,该地震带上方分布着一条反冲地震带,两地震带呈"y"型分布,这可能是宝兴杂岩上方的岩层为调节逆冲过程受阻而产生的反冲运动所致。     

制造业活动地理转移视角下的中国产业集群问题

在简要回顾产业集群理论的基础上,在制造业活动地理转移的视角下,结合案例重新审视了我国劳动密集型产业集群的形成及发展.作者认为,一些锁定在低成本竞争的集群正在或已经老化,甚至衰亡.另一些集群中的企业有过度集聚的问题,还有一些中小企业集聚的区域根据产业特征需要增加产业集中度.因为集群的这些问题,随成本上升,出现了集群中企业的加工制造环节外移的现象.这种现象挑战了新产业区理论中集群是"在流动的全球空间中的粘结的区位"的观点.根据集群中企业外移现象,就产业承接地的规划和发展,以及转出地那些正在升级的集群的地理稳定性和生产者服务业的发展问题,提出了几点看法.     

2013年甘肃岷县—漳县交界Ms6.6地震序列双差定位研究

利用甘肃遥测台网2013年7月22日至9月22日的震相观测报告,对2013年7月22日07时45分甘肃省岷县漳县交界Ms 6.6地震的地震序列进行双差定位研究.结果表明,地震序列呈北西向分布,与临潭宕昌断裂的走向基本一致,地震分布长度约10 km.震源深度剖面显示断层面向西南倾斜,浅部倾角较陡,深部略缓,表现为“铲形”逆冲断层的特征.余震区存在一条向西南延伸的余震带,与发震断层相交成y字型,推测可能是逆冲推覆构造中常见的反冲断层.     

天然地基强迫振动测试与分析

在试验块体分别为明置与埋置情形时,利用激振器对某工程场地天然地基分别进行竖向、水平回转及扭转稳态强迫振动试验。试验结果表明,埋置情形试验的动力特性参数值均大于明置情形试验相应值;同种试验情形下,地基第一振型共振频率竖向最大,水平回转向其次,扭转向最小;土的参振质量均远大于基础本身质量。     

塔东地区上奥陶统层序地层特征

通过大量的地震、钻井、录井、测井等资料分析,针对塔里木东部地区(简称塔东地区)上奥陶统进行了层序地层和沉积学方面的研究,结果表明,塔东地区上奥陶统可识别出1个二级层序、3个三级层序,自下而上分别是层序SQ1、SQ2和SQ3。层序SQ1识别出TST体系域,为一套深水盆地沉积,发育深水盆地、浊流沉积;层序SQ2可三分为LST、TST和HST体系域,LST体系域发育海退背景下的陆架边缘三角洲沉积,TST体系域为快速水进期,发育海相泥岩沉积,HST发育高水位滨岸沉积;SQ3发育浅海沉积,主要为三角洲—滨岸沉积体系。地层层序发育和沉积相分布受控于构造运动、沉积物源供给和相对海平面升降3个因素。3套层序的划分明确了塔东地区上奥陶统潜在的源岩层、储层和盖层的分布,其中层序SQ1为有利的烃源岩层、SQ2陆架边缘三角洲是潜在的有利储层,SQ3发育的滨岸砂岩为已经证实的油气藏。     

From outwash to coastal systems in the Portneuf–Forestville deltaic complex (Québec North Shore): Anatomy of a forced regressive deglacial sequence

Deglacial sequences typically include backstepping grounding zone wedges and prevailing glaciomarine depositional facies. However, in coastal domains, deglacial sequences are dominated by depositional systems ranging from turbiditic to fluvial facies. Such deglacial sequences are strongly impacted by glacio‐isostatic rebound, the rate and amplitude of which commonly outpaces those of post‐glacial eustatic sea‐level rise. This results in a sustained relative sea‐level fall covering the entire depositional time interval. This paper examines a Late Quaternary, forced regressive, deglacial sequence located on the North Shore of the St. Lawrence Estuary (Portneuf Peninsula, Québec, Canada) and aims to decipher the main controls that governed its stratigraphic architecture. The forced regressive deglacial sequence forms a thick (>100 m) and extensive (>100 km²) multiphased deltaic complex emplaced after the retreat of the Laurentide Ice Sheet margin from the study area ca 12 500 years ago. The sedimentary succession is composed of ice‐contact, glaciomarine, turbiditic, deltaic, fluvial and coastal depositional units. A four‐stage development is recognized: (i) an early ice‐contact stage (esker, glaciomarine mud and outwash fan); (ii) an in‐valley progradational stage (fjord head or moraine‐dammed lacustrine deltas) fed by glacigenics; (iii) an open‐coast deltaic progradation, when proglacial depositional systems expanded beyond the valley outlets and merged together; and (iv) a final stage of river entrenchment and shallow marine reworking that affected the previously emplaced deltaic complex. Most of the sedimentary volume (10 to 15 km³) was emplaced during the three‐first stages over a ca 2 kyr interval. In spite of sustained high rates of relative sea‐level fall (50 to 30 mm·year^?1), delta plain accretion occurred up to the end of the proglacial open‐coast progradational stage. River entrenchment only occurred later, after a significant decrease in the relative sea‐level fall rates (<30 mm·year^?1), and was concurrent with the formation and preservation of extensive coastal deposits (raised beaches, spit platform and barrier sands). The turnaround from delta plain accretion to river entrenchment and coastal erosion is interpreted to be a consequence of the retreat of the ice margin from the river drainage basins that led to the drastic drop of sediment supply and the abrupt decrease in progradation rates. The main internal stratigraphic discontinuity within the forced regressive deglacial sequence does not reflect changes in relative sea‐level variations.