It starts at home? Climate policies targeting household consumption and behavioral decisions are key to low-carbon futures

Through their consumption behavior, households are responsible for 72% of global greenhouse gas emissions. Thus, they are key actors in reaching the 1.5 °C goal under the Paris Agreement. However, the possible contribution and position of households in climate policies is neither well understood, nor do households receive sufficiently high priority in current climate policy strategies. This paper investigates how behavioral change can achieve a substantial reduction in greenhouse gas emissions in European high-income countries. It uses theoretical thinking and some core results from the HOPE research project, which investigated household preferences for reducing emissions in four European cities in France, Germany, Norway and Sweden. The paper makes five major points: First, car and plane mobility, meat and dairy consumption, as well as heating are the most dominant components of household footprints. Second, household living situations (demographics, size of home) greatly influence the household potential to reduce their footprint, even more than country or city location. Third, household decisions can be sequential and temporally dynamic, shifting through different phases such as childhood, adulthood, and illness. Fourth, short term voluntary efforts will not be sufficient by themselves to reach the drastic reductions needed to achieve the 1.5 °C goal; instead, households need a regulatory framework supporting their behavioral changes. Fifth, there is a mismatch between the roles and responsibilities conveyed by current climate policies and household perceptions of responsibility. We then conclude with further recommendations for research and policy.     

水库渗流影响文物遗址安全发掘研究——以湖南里耶秦代古城遗址为例

与古遗址相邻的江、河由于后期的工程活动,如水库、大坝的修建和蓄水,水位上升,将对遗址区地下水的运动规律及渗流场产生较大影响。在其影响下,古遗址可能产生各种环境地质灾害并对其发掘安全产生不利影响。论文以国家重点文物——湖南里耶秦代古城遗址安全发掘深度研究为例,在分析水库蓄水诱发的环境地质灾害的基础上,对遗址在不同库水位下的安全发掘深度及发掘方案进行了研究,提出了保障发掘安全的工程措施。研究成果为国家重点文物的保护和进一步发掘提供了科学依据。对类似文物工程的保护和发掘具有借鉴意义。     

兴蒙造山带及邻区地壳速度结构特征

兴蒙造山带位于中亚造山带东段, 作为古亚洲构造域的重要组成部分, 由西伯利亚板块与华北板块碰撞拼合而成, 其经历了大陆裂解、洋盆扩张、洋壳俯冲消减和碰撞拼合造山等复杂的构造演化过程.为了利用壳幔结构约束造山带演化的深部过程, 跨越华北地块北缘、松辽—锡林浩特地块、兴安地块以及索伦—西拉木伦缝合带和二连—贺根山缝合带, 实施了一条520 km长的深地震测深剖面, 获得了高质量的人工源大当量的宽角反射和折射地震资料, 并采用地震动力学射线方法获得地壳速度结构.结果显示: (1)研究区地壳平均速度为6.15~6.3 km·s^-1, Pn波速度为7.8~8.2 km·s^-1; (2)地壳厚度约为36.1~42.2 km, 最厚位置(~42.2 km)对应地表大兴安岭主峰, 说明大兴安岭在此位置存在山根; (3)地壳速度在1.5~6.8 km·s^-1范围内, 认为在该区地壳内不存在洋壳物质; (4)主要断裂带或缝合带位于速度等值线变化剧烈的梯度带上; (5)速度结构显示研究区具有明显的横向分区和纵向分层的特点.地壳内速度剧烈变化特征表明兴蒙造山带的地壳物质组成不均匀, 尤其中下地壳, 速度等值线起伏剧烈.这种复杂的地壳速度结构应该与中生代以来多板块汇聚引发的多期区域性伸展和挤压作用有关.

     

复杂地层暗挖隧道穿越人行天桥施工技术

以正在建设中的北京地铁十号线双井一劲松区间工程暗挖隧道为例，叙述了浅埋隧道穿越人行天桥的施工技术，并通过监控量测对该技术进行了检验。     

复杂地质条件下基坑开挖与回填工程的数值模拟研究

在深港西部通道深圳侧接线工程填海区基坑工程中,开挖与回填过程中的不均匀沉降问题是该工程设计与施工中的关键技术难题之一。在综合考虑复杂地质条件、结构自身的约束条件以及结构与土体之间相互作用的基础上,采用非线性有限元方法对基坑的开挖与回填过程进行数值分析,研究其变形特性与规律,为工程开挖与回填设计提供重要参考的同时,也验证了该数值模拟方法的合理可行性。     

Weathering characteristics of arctic islands in northern Norway

The arctic islands of the Lofoten-Vesterålen archipelago in northern Norway have a wide distribution of weathered land surfaces commonly located above 250 m with several apparent similarities. In order to investigate the characteristics of (deep) weathering in this region, northern Langøya and Hadseløya were chosen for in-depth analyses. Eight weathering profiles were excavated from various surfaces, and the stratigraphies were logged in detail. Material was collected throughout the weathering horizons, and all samples were subsequently analysed for clay mineralogy (< 63 μm fraction) and grain size distribution. The sampling strategy was complemented by samples from additional saprolites and other landforms such as moraines and rock glaciers. The XRD results indicate that the presence of secondary minerals, such as gibbsite (Al(OH)₃) and kaolinite (Al₂Si₂O₅(OH)₄), are very common throughout the profiles. Gibbsite is an extreme end product of silicate weathering and usually associated with a warmer and more humid climate, as found in Scandinavia during the Tertiary. The grain size analyses (< 63 μm) show that the finer silt fractions (< 8 μm) tend to be high in the profiles (20–40%), with significant amounts of clay (5–15%) demonstrating that the regolith itself is susceptible to frost sorting mechanisms.¹⁰Be exposure dates from in situ quartz knobs on tors and boulders of local origin suggest > 40,000 years of subaerial conditions. Considering the steady surface erosion, this figure should be viewed as an absolute minimum age estimate. Mapping of the superficial sediments and geomorphological features of the study areas has revealed several common morphological features, which indicate dominance of glacial and periglacial processes in the areas lying below the lower boundary of blockfields (c. 250 m). The weathering mantles are not a periglacial end product, but rather a relict tertiary landform that were modulated by permafrost processes as well as biological processes at later stages. The regolith cover constrain the vertical extension of warm-based Quaternary ice sheets challenging the notion of a parabolic ice mass consuming every mountain top of Lofoten and Vesterålen.     

基于结构水文地质学的采掘诱发高势能突水溃砂主动防控

在谷德振先生“水文地质结构”学术思想指引下,本文提出建立结构水文地质学的设想,论述了其基础理论框架。从方法论角度将矿山水害防控分为被动防控和主动防控两种方法。以结构水文地质学指导煤矿高势能突水溃砂防控,分析了被动防控可能产生突水溃砂灾害的机理; 提出了主动地质工程防控的原理,包括地质材料性质改造、结构隔水性能重构、赋存水动力环境改造、减轻采掘诱发覆岩破坏等具体方法。抛砖引玉,以期催生符合中国矿山防治水实践需要的创新理论和方法。     

基坑防渗体局部失效渗流场变化特征

采用三维有限元方法分析了基坑开挖工程在防渗体出现局部失效情况下，引起渗流在失效部位的集中及渗流场空间状况。提出了以一维通道嵌入三维块体的方法模拟管涌发展过程及渗流场变化特征。讨论了管涌通道渗透性对基坑管涌发展规律的影响。     

论新疆深大断裂特征与地震的关系(1)

新疆地区大地构造演化及地质构造运动非常强烈、复杂,由此而发育形成了许多规模巨大的深大断裂.这些断裂对于区域构造环境、构造运动方式以及变形特征都起着重要的作用.通过对深大断裂的研究,对于进一步认识区域应力场的变化和大地震孕育发生的过程有着十分重要的意义.     

移动荷载作用下土岩组合基坑吊脚桩变形分析

以青岛地区特有的土岩组合地质条件为背景,采用现场监测和Plaxis有限元模拟相结合的方法,研究了土岩基坑中吊脚桩在龙门吊移动荷载作用下的变形规律及动力响应。结果表明：桩身变形模拟结果与实测值吻合较好,基坑的变形主要发生在基坑上部软弱土层,吊脚桩嵌岩处产生应力集中;在龙门吊移动荷载作用下,桩顶水平位移较大,但其动力响应最小,而嵌岩处水平位移较小,但其动力响应最大;嵌岩处、桩身最大正弯矩处及最大负弯矩处的土压力动力响应较大,且移动荷载刚经过时刻影响最大。研究成果可为类似土岩结合地区深基坑支护设计提供参考。