关于地核和核慢边界区物质的成分及运动特征的研究进展

近年来关于地核和核幔边界区的研究有了较大进展，特别是高压矿物物理学和高压岩石学提供了大量有关的实验依据。本文对核幔边界区Ｄ＂层物质的运动状态、外核中轻元素成分的实验研究结果、内核地震波各向异性的物质解释及有关地磁场成因的新认识等方面的研究成果进行简要介绍和评述。      

Initiation of a reversal to uniseriality in the polymorphinid Nodocantabricus duplexmurus n. gen., n. sp.: A double-layered Foraminifera from the lower-middle Cenomanian of Cantabria,N-Spain

The new benthic foraminifer Nodocantabricus duplexmurus n. gen., n. sp. is introduced from the lower-lower middle Cenomanian of the Bielba and Altamira formations (North Cantabrian Basin, Spain). This distinctive and atypical Polymorphinidae combines primitive and advanced test characteristics. On the one hand, it fully develops uniserially arranged chambers from an initial spiral coiling, a tendency usually observed in advanced polymorphinids. On the other hand, it possesses a composite, double-layered calcitic wall, made of inner dark microgranular and outer fibro-hyaline layers, a structure seldom documented in post-Paleozoic foraminifers.In the Cretaceous, various polymorphinid groups record significant diversification periods, which taxonomic, phylogenetic and stratigraphic significances have not been evaluated yet. We here discuss the long term evolution of the family Polymorphinidae and its phylogenetic relationship(s) with the family Nodosariidae. A tendency to reversal in the chamber arrangement, from spiral to uniserial, is initiated in the Cenomanian. This evolutive inclination may later have originated a false “nodosariid” lineage, casting doubt upon the assumed monophyly of the family Nodosariidae.     

长江江都嘶马段岸崩灾害的形成机理与防治对策

江岸稳定性取决于最大崩塌临界机制的驱动力和抵抗力的平衡,二者的平衡又受控于岸边坡形态、岩土组成、水流浪涌特征、植被覆盖等。崩岸是长江嘶马弯道床演变的一个重要方面。通过对嘶马弯道遥感解译图像资料进行对比分析,查清研究区江岸岸线特征及其变迁历程。为了揭示北岸崩塌产生的原因,通过野外踏勘、测量与钻探等技术方法查明该区地质基础条件,并基于实时动态定位技术(Real Time Kinematic,RTK)的水下测量数据建立典型剖面,分析凸岸和凹岸的水流运动特征及其对边岸的影响。从地质基础和水动力条件2个方面揭示嘶马段江岸坍塌形成机理,即具有上细下粗二元结构的边岸地层是岸崩形成的基础,丁坝回流和弯道螺旋流的掏蚀作用是岸崩形成的重要条件。并基于江岸稳定性现状及其发展趋势,提出相应的江岸整治措施。     

Historical abundance of juvenile commercial fish in coastal habitats: Implications for fish habitat management in Canada

An important component of science-based fisheries policy is the provision of habitat adequate for population renewal. In Canada, the Fisheries Act pays little attention to managing fish habitat, and was further weakened by changes enacted in 2012. Specifically, determining the role of fish habitat in contributing to fisheries and fish stock recovery is challenging when many stocks have severely declined and no longer occupy former habitats. This study compared the abundance of juvenile fish in coastal vegetated habitats before and after collapse or decline of groundfish stocks in Atlantic Canada. This comparison was done by compiling past studies that surveyed juvenile Atlantic cod (Gadus morhua) and pollock (Pollachius virens) in vegetated habitats across three provinces. Two studies were repeated, and one that already had post-collapse data was analyzed to quantify long-term changes in juvenile abundance. In all three cases substantial reduction in juvenile abundance coincided with declines in adult stocks. However, juvenile fish still occur in coastal habitats and could aid in adult stock recovery. The current version of the Canadian Fisheries Act requires presence of an ongoing fishery to trigger habitat protection. This is problematic as low fish abundance may lead to lowered habitat protection and potentially habitat degradation, with less or lesser-quality habitat for fish in the future. Thus, recommendations are made to repeal the 2012 Fisheries Act changes and enhance current fish habitat legislation. Using a precautionary approach for coastal fish habitat management, particularly in valuing its potential for fish stock recovery, would strengthen Canadian fisheries management.     

The Effect of Stabilizing Piles on a Self-Supported Earth-Retaining Wall

The behavior of a self-supported earth-retaining wall with stabilizing piles was investigated using a numerical study and field tests in urban excavations. Special attention is given to the reduction of lateral earth pressures acting on a retaining wall with stabilizing piles. Field tests at two sites were performed to verify the performance of the instrumented retaining wall with stabilizing piles. A number of 3D numerical analyses were carried out on the self-supported earth-retaining wall with stabilizing piles to assess the results stemming from wide variations of influencing parameters such as the soil condition, the pile spacing, the distance between the front pile and the rear pile, and the embedded depth. Based on the results of the parametric study, the maximum horizontal displacement and the maximum bending moment are significantly decreased when the retaining wall with stabilizing piles is used. In engineering practice, reducing the pile spacing and increasing the distance between the front pile and the rear pile can effectively improve the stability of the self-supported earth-retaining wall with stabilizing piles.     

直墙前矩形月池水波振荡研究分析

月池内流体存在活塞和晃荡两类振荡现象。基于线性势流理论,推导了波浪斜向入射下,直墙前矩形月池辐射和绕射问题的解析解。通过分离变量法和特征函数展开法求解了速度势函数,根据边界条件来确定速度势函数中的未知系数,由速度势函数计算斜向波与矩形月池相互作用的水动力系数和波浪激励力,对它们的变化规律进行了分析讨论,研究了底部开口大小、波浪入射角度对矩形月池水动力特性的影响以及直墙远近对波浪力的影响。结果表明,月池底部开口大小对流体水平作用的影响较小,而对流体垂直作用的影响较大;波浪入射角度的变化对矩形月池横荡和横摇运动时的水动力特性有一定的影响;在一定条件下,直墙的存在会使得月池在水平方向所受到的波浪力比开敞水域中的要大。     

页岩气钻探冲洗液体系的研究与应用

中国页岩气资源开发潜力巨大,近年来页岩气勘探开发力度不断加大,对钻探工艺和技术的要求不断提高。页岩气地层岩性主要为泥岩、砂岩、页岩、碳质板岩、灰岩,该类地层胶结性差、破碎、井壁强度低,钻进中易出现孔壁失稳,发生坍塌、卡钻、埋钻等孔内事故,需要研制具有强抑制性、低成本、绿色环保的冲洗液体系来保证施工安全。本文通过对页岩气井壁稳定机理的探究,优选出一种适用于页岩地层双聚防塌和成膜防塌低固相冲洗液体系,该体系由抑制剂、防塌剂、降失水剂、润滑剂、封堵剂、流型调节剂等处理剂组成,具有良好的抑制性和胶结性。现场应用取得了良好的效果,保证了项目的顺利施工。     

涪陵页岩气田水基钻井液技术

涪陵页岩气田属川东南地区川东高陡褶皱带包鸾-焦石坝背斜带焦石坝构造,主要开发上奥陶系五峰组—下志留系龙马溪组页岩气层,岩性主要为灰岩、泥岩、页岩,钻井施工中易漏、易塌、易喷。井型为三开结构水平井,一开、二开采用水基钻井液体系。通过技术研究,确立了以氯化钾、聚胺页岩抑制剂等为主剂的水基钻井液体系,形成了适合涪陵页岩气田勘探开发的浅层气预防、井壁稳定、降摩减扭、防漏堵漏等系列水基钻井液技术,较好地满足了钻井施工要求。     

平邑石膏矿坍塌事故救援成功后的几点思考

2015年12月25日,平邑某石膏矿发生垮塌事故,多人被埋井下。救援人员经过共同努力,将被困井下36天的4名幸存矿工成功救出,创造了中国矿山救援史上第一个通过地面打孔救援的案例。针对该案例,对矿山事故救援、矿山地质灾害预防及治理、地面钻进大口径钻孔应急救援技术等相关问题进行了思考。     

崩塌落石运动计算模型综述

由于崩塌落石的广泛分布及其发育地的地质条件与地理环境的复杂性和特殊性使得对其进行较为全面的研究治理颇为困难。虽然近年来对崩塌落石的研究有了较多的成果,但目前对其运动的计算模型还存在问题,在很大程度上制约了防灾减灾科学的进展。为了深入探讨崩塌落石的运动计算模型,本文回顾了国内学者在相关领域的研究,系统总结了现有计算模型的研究现状,且对计算模型进行了讨论和总结。