Marginal formation of De Geer moraines and their implications to the dynamics of grounding‐line recession

De Geer moraine ridges occur in abundance in the coastal zone of northern Sweden, preferentially in areas with proglacial water depths in excess of 150 m at deglaciation. From detailed sedimentological and structural investigations in machine‐dug trenches across De Geer ridges it is concluded that the moraines formed due to subglacial sediment advection to the ice margin during temporary halts in grounding‐line retreat, forming gradually thickening sediment wedges. The proximal part of the moraines were built up in submarginal position as stacked sequences of deforming bed diamictons, intercalated with glaciofluvial canal‐infill sediments, whereas the distal parts were built up from the grounding line by prograding sediment gravity‐flow deposits, distally interfingering with glaciolacustrine sediments. The rapid grounding‐line retreat (ca. 400 m yr^?1) was driven by rapid calving, in turn enhanced by fast iceflow and marginal thinning of ice due to deforming bed conditions. The spatial distribution of the moraine ridges indicates stepwise retreat of the grounding line. It is suggested that this is due to slab and flake calving of the ice cliff above the waterline, forming a gradually widening subaqueous ice ledge which eventually breaks off to a new grounding line, followed by regained sediment delivery and ridge build‐up. Copyright © 2005 John Wiley & Sons, Ltd.     

粉煤灰湿陷变形的三轴试验和计算

采用双压力室三轴仪对粉煤灰试样进行了单线法湿陷试验,研究了在静水压力作用以及在不同应力状态和应力水平下粉煤灰湿陷变形的规律,得出了粉煤灰湿陷变形的经验计算公式.提出了计算粉煤灰地基湿陷变形的"全应变曲线"增量有限元法.基于本文的试验结果,对一个粉煤灰地基的湿陷变形进行了有限元计算.     

芦山M7．0地震余震分布特征

使用双差定位方法,对2013年4月20日08时02分芦山 M 7．0地震后近10天的余震进行重新定位,获得精度较高的重定位结果;在此基础上,对余震空间分布特征进行研究,推测芦山主震的发震断层可能为大川-双石主断裂东侧的一条次级隐伏逆冲断层。     

地下城市综合管廊的抗火构造与消防设计

综合管廊作为现代化城市的基础设施,能够从根本上解决管线埋设或架立引起的挖掘道路、影响交通、破坏景观等问题。提高道路和公用管线的管理水平,有效利用地下空间,提高防灾能力,是现代化都市的必然要求。本文从管廊的构造、抗火设计要求、管线布置、消防系统等方面出发,对地下城市综合管廊的设计提出了一些具体的建议。     

福建仙游震群重定位及序列特征分析

使用福建东南沿海地壳速度结构模型,利用双差定位方法(hypodd),对2010年8月—2013年12月福建仙游地区震群序列进行重新定位,讨论仙游震群序列的变化特征。定位结果显示,仙游震群序列主要围绕金钟水库蓄水区周缘活动,震源位置和深度表现出一定时空阶段性分布特征,并具有一定水库地震性质。     

组合式面板双绞合六边形钢丝网加筋土挡墙现场试验研究

为研究双绞合六边形钢丝网加筋土挡墙的受力、变形特性,对潭衡（湘潭－衡阳）西线高速公路K124+340断面组合式面板双绞合六边形钢丝网加筋土挡墙进行了现场试验,测试了竖向土压力、水平土压力、筋材拉应变分布规律和格宾箱变形规律。结果表明：在筋材长度方向上,竖向土压力在挡墙下部呈双峰型分布,而在上部呈单峰形分布;墙背水平土压力沿墙高呈非线性分布,最大值发生在墙高约1.5 m处,实测水平土压力小于主动压力;筋材应变在筋长方向上呈非线性分布,各层筋材的应变分布模式不相同;筋材的变形主要发生在施工期,格宾箱的变形呈鼓胀式     

一种改进的GPS短基线直接解算方法

本文通过推导基线偏差与波长之间的数学关系,在DC算法的基础之上,考虑双频相位双差数学模型本身存在的相等关系,并结合宽巷模糊度组合,提出一种求解整周模糊度的改进直接计算法。在求取模糊度之后,分别采用单历元最小二乘和序贯平差两种解算方案求解基线,以基线长约6.3km、9.1km的两组数据为实例进行求解,并与TGO软件求取的基线向量作比较,试验结果表明了本文方法的正确性和可靠性。     

A Kinematic Thermal Model for Descending Slabs with Velocity Boundary Layers: A Case Study for the Tonga Subducting Slab

For the purpose of investigating the influence of metastable olivine (MO) phase transformations on both deep seismicity and stagnation of slabs, we constructed a 2-dimensional finite element thermal model for a 120 Ma-old 50o dipping oceanic lithosphere descending at 10 cm/yr with velocity boundary layers, which would mitigate the interference of constant velocity field for the slab. The resulting temperatures show that most of intermediate and deep earthquakes occurring within the Tonga slab are occurring inside the 800oC and 1200oC isotherm, respectively. The elevation of olivine transformation near ~410 km and respective persistence of metastable olivine and spinel within the transition zone and beneath 660 km would thus result in bimodal positive, zonal, negative density anomalies, respectively. These results together with the resulting pressure anomalies may reflect the stress pattern of the Tonga slab: (i) slab pull force exerts above a depth of ~230 km; (ii) MO existence changes the buoyancy force within the transition zone and facilitates slab stagnation at a depth of 660 km; (iii) as the subducting materials accumulated over 660 km, deepest earthquakes occur due to MO transformation; (iv) a flattened ‘slab’ may penetrate into the lower mantle due to the density increment of Sp transformation.     

一种新型双缸互助折叠钻塔的设计思路及要点

介绍了一种新型双缸互助折叠钻塔的设计思路及要点。双缸互助折叠钻塔是为履带立轴式塔机一体岩心钻机配置的一组部件。钻塔折叠后满足运输长度,展开后满足施工高度。用双缸互助,将塔的上段翻转180?,实现塔的展开或塔的折叠。打钻前的展开、插销、起塔、塔的滑移着地,进入打钻状态,打钻结束后,塔的拆销,折叠,滑移,收、落塔,全过程的动作均为全液压驱动。达到整机方便移孔、方便运输、减少劳动力及辅助成本的目的。