不同应力路径下天津滨海软土强度参数试验研究

以天津滨海新区地下工程涉及较多的9～18m深度海相软土为研究对象,采用应力应变控制式三轴剪切渗透试验仪,分别进行三轴固结不排水试验(CU)、三轴不固结不排水试验(UU)以及模拟基坑开挖卸荷的减p路径试验(DEP),得到滨海软土在不同应力路径下的力学性状与初始固结状态有关。CU与UU试验应力与应变关系曲线呈硬化特征,CU试验孔隙水压力与应变关系呈先剪缩后剪胀的性质;DEP试验应力与应变关系曲线呈软化特征,在等应力控制条件下,孔隙水压力与应变关系呈剪胀性质,孔压为负。DEP试验对于总应力强度参数有影响,对有效应力强度参数影响较小。在滨海软土基坑支护设计中,选用CU试验参数进行计算,设计偏于安全。     

扬子块体与华北块体在海区的接触关系——来自上下源、长排列多道地震剖面的新认识

在新一轮南黄海区域地质地震调查工作中,针对地震地质条件和勘探目标,设计了新的地震资料采集技术方案——上下源延迟激发+长排列接收,获得了强反射界面之下的深部地层有效反射,揭示了千里岩断裂两侧分布着向南逆冲的构造推覆带.结合重力、磁力反演成果认为,千里岩隆起区为扬子块体与华北块体碰撞接触带,扬子块体向北运动与华北块体碰撞后楔入到华北块体之中.     

Construction ages of the Upton Stone Chamber: Preliminary findings and suggestions for future luminescence research

The Upton Chamber in Massachusetts, an earth-covered stone structure 3.4 meters (m) in diameter, with a corbelled stone dome, and a 4.3 m long entrance passageway, is studied with the aim of determining whether optically stimulated luminescence (OSL) dating methods can be used to establish the approximate construction date of the entranceway. Three samples, taken from soil behind the lowest stones in the wall of the entrance passageway, returned OSL ages between 385 and 660 years ago (or from 1625 A.D. to 1350 A.D.; using the year 2011 as the 0 year). One sample, taken below the bottom of the artifact layers in an archeological test pit in front of the chamber entrance, returned OSL ages between 650 and 880 years ago. A modern sample collected from a nearby fluvial channel returned an age between 55 and 175 years. The Upton Chamber OSL sampling results are challenging to interpret because there are mixtures in the samples of both younger and older grains that likely result from human modification, root or soil processes, animal bioturbation (i.e. ants and worms), and/or partial bleaching. The ages were determined using the lowest component of the finite mixture model as applied to a distribution of quartz grains. Further research may enable us to determine whether older components are of anthropomorphic or geological origin.     

纽约城市规划的特点及其对上海的启示

美国的城市规划体系向来以体制完善、与时俱进著称。本文以纽约为例,分析其城市规划的特点及其在城市建设和发展中的作用,并指出其对上海城市规划的借鉴意义。纽约的城市规划主要具有前瞻性、整合性、导向性和广泛性等特点,它对上海的借鉴意义主要有:从功能主义规划模式转向以提高生活质量为核心的规划模式;从产业城市规划转向循环城市规划;从单个城市规划转向城乡统筹规划及都市圈规划;从郊区化扩张转向紧凑型城市规划和建设;规划实施从政府主导到全民参与。     

克鲁格曼的新经济地理研究及其意义

克鲁格曼在借鉴经典区位理论的基础上,引入了世界贸易、新经济增长理论的最新研究成果,改造并创新了传统区位理论,在此基础上构造出一套新的空间区位理论-称之为新经济地理学。克鲁格曼以在该领域及此前在国际贸易和世界经济形势预测方面的贡献,获得了2008年度诺贝尔经济学奖。克鲁格曼新经济地理学是经济地理学在新形势下取得的新成果,解决了许多传统区位理论未能解决的难题,而且使经典区位理论获得了新的发展动力。但是,长期以来克鲁格曼新经济地理学被认为与地理界所研究的经济地理学关系不大,未引起地理学界的足够重视。本文从地理学的角度对克鲁格曼所研究的新经济地理学的内涵、研究意义及其与传统区位论的关系等方面,重新解读和审视克鲁格曼的新经济地理学,分析该理论对经济地理学发展的影响,以期对中国经济地理学的创新研究和制订区域科学发展路线图提供参考。     

低渗透油气资源勘探开发技术进展

通过对国内外低渗透油气资源的分类、资源量、分布状况、勘探开发技术研究现状的分析,指出低渗透油气层的识别和改造技术、钻采工艺技术是当前国际低渗透油气勘探开发技术研究的热点。当前和未来国际低渗透油气资源研究将主要关注:低渗透储集层优质储集体预测技术、压裂技术、水平井和多分支井技术、小井眼钻井技术、超前注水技术、层内爆炸增产技术、微生物采油技术等技术领域。我国今后需要进一步发展超深井钻井、沙漠山地等复杂地表条件高分辨率地震勘探和解释技术、复杂岩性油气层测井技术、低渗透含油区带优选技术、低渗透储层微观孔隙结构研究技术、低渗透储层裂缝先期预测技术、开发压裂优化注采系统技术、水平井、复杂结构井压裂技术、低渗透油藏注气提高原油采收率技术、小井眼钻井技术等。     

三峡库区巴东新城区库岸三叠系巴东组层间软弱带

摘要 巴东新城区发育有黄土坡滑坡、赵树岭滑坡、太矶头滑坡、童家坪滑坡等多处大型古滑坡,研究库岸斜坡岩体结构特征对滑坡的治理有着至关重要的作用。本文基于巴东新城区白土坡和西壤坡两段库岸深300余米监测剖面的地质勘探资料,根据岩芯颜色、岩性和结构将巴东组第三段划分为24段;通过薄片鉴定、X射线衍射和岩芯精细测量分析库岸斜坡岩体处于滨海环境的海陆过渡相,岩性组合、岩层厚度、矿物组成及强度具有复杂的垂向分带特征;探讨了层间软弱带和大型滑坡的关系。研究表明:巴东新城区库岸斜坡巴东组第三段内发育有13层贯通的软弱带,表现为为富含泥质、结构破碎的泥质软弱夹层、构造碎裂岩、溶蚀改造带和软岩软弱带。在沉积成岩时经历了滨海相反复的海浸海退,软弱带多分布在沉积环境动荡的开阔台地（陆棚泻湖）和局限台地（潮间带）。巴东组第二、三段岩性及沉积环境属缓慢过渡,在构造作用下未发生明显的滑脱。沉积结构和后期构造共同作用形成了贯通软弱带,为大型滑坡发生提供了有利条件。三峡水库全面蓄水后,软弱带在地下水长期作用下必将加剧库岸斜坡的深部形变。     

First recorded evidence in the fossil record of snipe flies (Diptera: Rhagionidae) in Cretaceous amber, France

Novelaria, a new genus of rhagionid of late Albian age with three new species, is the first record of this family from Charentes amber (southwestern France). The new genus is probably closely related to the recent genus Chrysopilus. However its relationship with the other fossils in amber is discussed. A key for separation of the new species is provided and the diversity of the family during the Cretaceous is also briefly discussed.     

关于建设数字郑东新区的构想

郑东新区是一个新规划的城区,在城市建设的同时进行信息化建设将比其它城市具有更大的优势和发展机遇。文章探讨了数字郑东新区的总体框架、空间基础设施、标准体系建设,以及在信息化建设中的重点电子工程。并提出了加强组织体系建设、制订信息化战略、加强信息安全保障、完善融资体系等保障措施。     

Seismic source identification and characterisation for probabilistic seismic hazard analyses conducted in the Buller–NW Nelson Region, South Island, New Zealand

A seismic source model is presented for use in probabilistic seismic hazard analyses to be conducted for sites within the Buller–NW Nelson region of New Zealand. The application of common probabilistic seismic hazard analysis (PSHA) methodology for sites in this region has been complicated by the long-held suspicion that the observed rates of seismic activity are high and not representative of long-term earthquake activity. However, recent analyses of geological, seismicity and geodetic data indicate that the extent of this anomaly may have been overestimated and that current rates of seismic activity within this region are likely to continue into the foreseeable future. Probable bounds for the most appropriate long-term rates of seismic activity are estimated after considering all available sources of constraint. These include geodetic analyses, plate-motion modelling, finite element modelling, structural geological considerations, paleoseismic information, tree-ring analyses, precarious rock information, observed seismicity and fundamental mechanics. A suite of fault sources is identified, and the observed seismicity is partitioned between these sources and a background source using Bayesian inference, and then analysed to obtain a magnitude–frequency distribution for each seismic source. The annual moment release rate for the region, resulting from the identified and characterised sources, is shown to be consistent with available constraints. Consequently, it is demonstrated that the observed seismicity in the Buller–NW Nelson region can be used to model future earthquake occurrence within the region and that standard PSHA may therefore be implemented within the region.