风沙运动理论体系的创建与研究

确定风、沙源、风沙流、下垫面和沙地地表形态是构成风沙运动体系的5个基本要素。确定风速的强弱、沙粒的走停、气流含沙量的盈亏、下垫面的扬抑作用和沙地地表的蚀积变化是这些基本要素各自参与风沙运动的主要表现特征。这些表现特征都能一分为二, 于是10个对立侧面的相互作用构成了风沙运动发展变化的总体。系统地研究这些侧面的组合关系、揭示它们相互促进相互制约的演变机理, 进而依其内在联系进行排序, 将其串联成一体, 并绘出图式, 这样便形成了名之曰"强、弱、扬、抑、走、停、盈、亏、蚀、积十纲辩证"的风沙运动理论体系。其中"强、弱、走、停、盈、亏、蚀、积八纲辩证"是本理论体系的核心。     

用GPS 资料分析渭河盆地及邻近地区地壳运动特征

利用中国地壳运动观测网络工程1999 ~ 2002 年渭河盆地及邻近地区GPS 观测资料, 以及陕西省地震局2001 ~ 2002 年的GPS 观测资料, 研究了渭河盆地及邻近地区地壳运动速度场。结果表明, 渭河盆地及邻区的运动速率有明显的WE 向条带状变化特征, 鄂尔多斯块体南缘呈整体不连续性逆时针旋转运动, 相对鄂尔多斯块体内部的榆林测点, 平均速率约为5.7mm/ a;渭河盆地中部的彬县— 西安— 蓝田一线两侧存在一个左旋剪切带( 东侧) 和右旋剪切带, 左旋剪切带的北部区域与铜川— 泾阳— 临潼— 渭南小震频发区恰好对应;鄂尔多斯块体东南缘临汾盆地东侧, GPS 观测点资料表现出应力集中的迹象, 该区与临汾-韩城地震带也有较好的对应关系。     

Analytical model for the prediction of building deflections induced by ground movements

The objective of this study is to develop an analytical model that can predict the building‐relevant deflections induced by tunnelling or mining subsidence. The model takes into account soil–structure interactions due to differences in stiffness between the ground and the building. The ground is modelled by the Winkler model with an initial ground curvature equivalent to the free‐field ground movements. The building is modelled by a horizontal beam with uniform loading. The static and cinematic equilibrium of both the ground and the building are then calculated to assess the final building and ground shape, and the building deflection is derived. The resulting analytical model is used to investigate the influence of the ground and the building's mechanical properties, the building load and the initial value of the free‐field ground curvature (hogging or sagging). The model appears to be more comprehensive than those reported elsewhere that address the problem with numerical models. In particular, the analytical model makes it possible to distinguish two different final situations—with continuous or discontinuous contact between the ground and the building. The model is compared with numerical results and used to analyse a case study. Copyright © 2010 John Wiley & Sons, Ltd.     

Lateral soil–pipeline interaction in sand backfill: Effect of trench dimensions

Current analytical methodologies for the evaluation of soil pressures on laterally displaced pipelines, as in the case of differential (e.g. fault-induced) permanent ground movements, allow the use of sand fill material properties under the condition that the size of the trench is adequate so that the failure surface develops fully within the sand fill (i.e. “free field” response). The accuracy of this assumption is investigated in this paper by means of numerical analyses, which employ a number of advanced features, such as pipe-backfill interface elements, large strain formulation and mesh rezoning. Following verification against well-documented experimental data, the analyses investigate: (a) the shape and size of the failure mechanism, as well as, (b) the potential trench effects on soil pressures and pipeline strains in the case of a strike-slip fault rupture. It is shown that for small embedment depths soil failure extends to the ground surface, in the form of a general shear failure mechanism, while for larger depths it becomes progressively localized and surrounds the pipeline. It is also shown that, for most cases of pipeline diameter and embedment depth, common trench dimensions cannot contain the “free field” failure surface dimensions. Finally, analyses for limited trench dimensions, reveal that the ultimate soil pressure increases exponentially with decreasing trench width, leading to high bending strains in pipelines subjected to differential lateral ground displacements.     

石花洞8层溶洞展示北京西山新构造运动的隆升

北京大石河南岸从上游至下游依次分布鸡毛洞、银狐洞、石花洞、清风洞和孔水洞,由一条地下暗河将其连为一体,称为石花洞系。石花洞系为多层溶洞,可分为上下8层,即洞外山顶穿洞（唐县期）和洞穴上下7层。多层溶洞的每一层形成于岩溶水的水平流动带,新近纪以来,随着北京西山间歇性隆升,形成上下不同海拔高度的8层溶洞,可以和北京西山永定河的8级阶地对比,也可以和G．B．Barbour划分的8次华北地文期对比。石花洞的8层溶洞显示北京西山的8次抬升。     

康滇地轴前晋宁期构造运动讨论

康滇地轴前晋宁期是否有形成克拉通区域性强烈的构造运动，地学界未有共识。笔者从野外资料及大量同位素年龄两方面对其考查后，认为此时期构造运动证据不足。     

Recognizing cryptic environmental changes by using paleoecology and taphonomy of Pleistocene bivalve assemblages in the Oga Peninsula,northern Japan

Multivariate analyses applied to Pleistocene bivalve assemblages from the Oga Peninsula (northern Japan) discriminate three distinct assemblages. The assemblages and their taphonomy were used to recognize environmental settings and changes. The Astarte–Cyclocardia–Glycymeris assemblage indicates shelf environment (below the storm wave base) where gravels and shells are transported from shallower settings. Supply of the exotic coarse sediment probably enabled epifaunal bivalves to inhabit the sea floor. The Glycymeris assemblage is characterized by dominance of G. yessoensis and represents current-swept shoreface environment (above the storm wave base). The Moerella assemblage is characterized by bivalves inhabiting bay to open-marine conditions and diverse deposit-feeders, indicating a moderately land-locked environment, such as an open bay or a bay mouth. Fine-grained substrata rich in organic matters in the bay were probably suitable for the deposit-feeders. Ordination also shows the assemblages along two environmental gradients, a bathymetrical one and the other related to open-marine and bay conditions. The environmental changes are explained mainly by glacio-eustatic sea-level changes and alternation of coastal geomorphology caused by local crustal movements. This study also suggests that fossil assemblages can be a powerful tool to reconstruct environments and depositional dynamics even in intensely bioturbated sedimentary facies.     

均匀渗透流场中地下水运动差异性沙槽试验研究

地下水在渗透介质中的流动是连续的,但却由于补给与排泄条件的变化,地下水的运动处处存在着差异。通过地下水流系统理论形成、发展历史的回顾,简要总结了由沙槽试验获得的地下水在均匀流场中的差异性运动特征。作者对其原因或机制进行了分析,并利用不同直径"类达西试验装置"进行了试验。结果显示,渗透过水断面不同,所获得的渗透系数值不同;且过水断面越大,所测得的渗透系数的值越大。     

藏北羌塘中部日湾茶卡组物源--LA-ICP-MS锆石U-Pb年龄及稀土元素特征

在龙木错-双湖-澜沧江板块缝合带中段的冈玛错-日湾茶卡地区,近东西向展布着一条富含暖水型生物化石的早石炭世地层日湾茶卡组（C1r）。对日湾茶卡组砂岩中的碎屑锆石进行LA-ICP-MS U-Pb定年,分析结果显示存在325~400Ma、400~500Ma、500~600Ma、950~1100Ma、1400~1800Ma和大于1800Ma六个年龄区间;最年轻的碎屑锆石年龄为325 Ma,时代为早石炭世维宪期;碎屑锆石中362 Ma和454Ma的年龄峰值最明显,为龙木错-双湖-澜沧江洋岛弧消减事件和加里东运动的年龄记录,表明碎屑岩的物源区主要来自于扬子大陆周缘。结合古生物化石资料可知,日湾茶卡组属于欧亚大陆扬子型石炭纪沉积地层,为岛弧环境下的一套浅水台型沉积。     

陡倾矿体充填法开采引起地表移动的实例分析

监测表明,长期采用充填法开采的大型金属矿山也会发生显著的地表变形破坏现象。为了掌握金川镍矿地下开采引起的地表移动、变形和破坏规律,借助GPS技术作为地表移动的监测手段,建立了覆盖矿区地表的GPS监测网。持续的监测数据表明,金川矿区地表最大沉降量已达2400mm左右,以现场调查与地表长期监测数据为依据,给出了地表移动的范围与特征,分析了与岩体移动、变形和破坏现象发生相关的条件和规律,并提出了一些具有预测性的观点,为工程地质-岩石力学条件大致相同矿山的工程技术人员和研究人员提供了一个有借鉴意义的实例。