2008-2015年北京高速公路道面结冰特征分析

道面结冰是北京地区高速公路交通安全的主要危害因素。利用北京地区2008-2015年28个ROSA交通气象站的结冰数据分析了北京地区高速公路道面结冰的基本特征。结果表明：（1）北京市高速公路道面结冰空间差异显著,不同高速公路结冰特征显著不同,同一高速公路不同路段结冰特征也明显不同,这与高速公路各路段局地气候存在差异有关。（2）道面结冰主要发生在北部和东部高速公路所在路段,以小汤山西桥站、顾家庄桥站、六道口桥站和丁各庄桥站道面结冰灾害最为严重。冬季道面结冰月变化显著,11月和3月,结冰次数较少,结冰持续时间短;12月、1月和2月结冰次数多,结冰持续时间长。（3）持续时间越长的结冰过程结冰次数越少。不同持续时间的结冰过程在各时段的结冰次数和累积结冰时长均存在明显差异,两者在各时刻的演变特征基本相同,峰值均出现在22：00,且在00：00之后呈明显减少趋势。（4）大部分站点慢车道比快车道更容易结冰,少部分站点快、慢车道结冰率近似,有的站点甚至快车道结冰率远高于慢车道。快、慢车道水或覆盖物厚度与交通站点所处位置的局地气象条件密切相关。（5）气温、道面温度和大地温度与水或覆盖物的厚度变化呈反相位,即温度越低,水或覆盖物的厚度越大。这可为北京地区道面结冰预报预警方法的开展提供着眼点和依据。     

相山邹家山铀矿区某钻孔岩心高光谱蚀变矿物特征及地质意义

文章基于高光谱蚀变矿物提取方法,利用邹家山地区某钻孔岩心的高光谱数据进行蚀变矿物提取和编录,提取的蚀变矿物主要有富铝水云母、贫铝水云母、绿泥石、蒙脱石、碳酸盐、地开石、高岭石。其中水云母化、绿泥石化、赤铁矿化与铀矿化密切相关;富铝水云母在钻孔上部含量多而下部含量减少;贫铝水云母在钻孔上部含量少,而在下部尤其是矿化段含量明显增多,不同蚀变矿物分布形态不同且不同部位蚀变矿物组合不同,反映了矿区经历了不同期次和性质的热液活动。     

Semi‐analytical solution to one‐dimensional consolidation for unsaturated soils with semi‐permeable drainage boundary under time‐dependent loading

This paper presents semi‐analytical solutions to Fredlund and Hasan's one‐dimensional consolidation of unsaturated soils with semi‐permeable drainage boundary under time‐dependent loadings. Two variables are introduced to transform two coupled governing equations of pore‐water and pore‐air pressures into an equivalent set of partial differential equations, which are easily solved by the Laplace transform. The pore‐water pressure, pore‐air pressure and settlement are obtained in the Laplace domain. Crump's method is adopted to perform the inverse Laplace transform in order to obtain semi‐analytical solutions in time domain. It is shown that the present solutions are more general and have a good agreement with the existing solutions from literatures. Furthermore, the current solutions can also be degenerated into conventional solutions to one‐dimensional consolidation of unsaturated soils with homogeneous boundaries. Finally, several numerical examples are provided to illustrate consolidation behavior of unsaturated soils under four types of time‐dependent loadings, including instantaneous loading, ramp loading, exponential loading and sinusoidal loading. Parametric studies are illustrated by variations of pore‐air pressure, pore‐water pressure and settlement at different values of the ratio of air–water permeability coefficient, depth and loading parameters. Copyright © 2017 John Wiley & Sons, Ltd.     

鄂尔多斯盆地西南部长8段砂岩沥青地球化学特征及其来源分析

系统采集了鄂尔多斯盆地西南部地区延长组8段沥青砂岩,对砂岩沥青的地球化学特征进行了研究,探讨了沥青的母质特征、形成环境和成熟度。研究结果表明:(1)长8段砂岩沥青中高碳数的正构烷烃优势明显,规则甾烷中C_(29)含量相对较高,萜烷系列中四环萜烷含量较高,C_(24)四环萜烷/(C_(24)四环萜烷+C_(26)三环萜烷)的值为0.26~0.52,C_(23)三环萜烷/(C_(23)三环萜烷+C_(30)藿烷)的值分布范围为0.06~0.41,这些都指示研究区长8段砂岩沥青母质来源为混合型,并且陆源有机质贡献较大;(2)砂岩沥青中Pr/Ph为0.67~1.07,同时,沥青中检测出低丰度的β胡萝卜烷,说明沥青形成环境为弱氧化—弱还原环境,较低丰度的伽马蜡烷与C_(30)+藿烷指示沥青的母质形成于淡水或微咸水湖泊环境;(3)长8段砂岩沥青的C31藿烷22S/(22S+22R)、C_(29)甾烷20S/(20S+20R)、C_(29)甾烷ββ/(αα+ββ)和C_(29)重排甾烷20S/(20S+20R)均接近或已经达到平衡值,反映沥青为成熟沥青。将研究结果与已报道潜在烃源岩的生物标志化合物特征进行对比,显示出研究区长8段砂岩沥青主要来源于延长组7段烃源岩,表明长7段烃源岩是研究区最主要的烃源岩之一。     

Computational model coupling mode II discrete fracture propagation with continuum damage zone evolution

We propose a numerical method that couples a cohesive zone model (CZM) and a finite element‐based continuum damage mechanics (CDM) model. The CZM represents a mode II macro‐fracture, and CDM finite elements (FE) represent the damage zone of the CZM. The coupled CZM/CDM model can capture the flow of energy that takes place between the bulk material that forms the matrix and the macroscopic fracture surfaces. The CDM model, which does not account for micro‐crack interaction, is calibrated against triaxial compression tests performed on Bakken shale, so as to reproduce the stress/strain curve before the failure peak. Based on a comparison with Kachanov's micro‐mechanical model, we confirm that the critical micro‐crack density value equal to 0.3 reflects the point at which crack interaction cannot be neglected. The CZM is assigned a pure mode II cohesive law that accounts for the dependence of the shear strength and energy release rate on confining pressure. The cohesive shear strength of the CZM is calibrated by calculating the shear stress necessary to reach a CDM damage of 0.3 during a direct shear test. We find that the shear cohesive strength of the CZM depends linearly on the confining pressure. Triaxial compression tests are simulated, in which the shale sample is modeled as an FE CDM continuum that contains a predefined thin cohesive zone representing the idealized shear fracture plane. The shear energy release rate of the CZM is fitted in order to match to the post‐peak stress/strain curves obtained during experimental tests performed on Bakken shale. We find that the energy release rate depends linearly on the shear cohesive strength. We then use the calibrated shale rheology to simulate the propagation of a meter‐scale mode II fracture. Under low confining pressure, the macroscopic crack (CZM) and its damaged zone (CDM) propagate simultaneously (i.e., during the same loading increments). Under high confining pressure, the fracture propagates in slip‐friction, that is, the debonding of the cohesive zone alternates with the propagation of continuum damage. The computational method is applicable to a range of geological injection problems including hydraulic fracturing and fluid storage and should be further enhanced by the addition of mode I and mixed mode (I+II+III) propagation. Copyright © 2016 John Wiley & Sons, Ltd.     

多角度弹性阻抗反演在准噶尔盆地风城地区的应用

准噶尔盆地西北缘风城地区二叠系风城组岩性复杂,沉积岩、白云岩、火山岩三大岩类均有发育,储层预测困难,制约了该区的油气勘探。这里研究采用多角度弹性阻抗联合反演方法,针对目的层开展基于岩石物理建模考虑的测井资料分析与解释工作,选择合适的岩石物理建模方法来完成工区内所有井的横波预测,优选弹性参数建立工区岩性含油气性与弹性参数量板,针对工区复杂的构造背景,建立带逆断层的构造模型用于反演初始模型的建立。通过多次反演参数试验,完成了工区的储层预测工作。实际效果分析表明,多角度弹性参数反演结果与已钻井吻合较好,同时还预测了新的含油气区,证明了此项技术在该区行之有效。     

最可靠的非开挖地下岩体结构勘察方法——高精度超声波钻孔成像

主要通过超声成像测井在长江某穿越工程区勘察工程中的应用研究,类比常规勘察技术和其他钻孔成像技术,并结合超声测井在国内其他方面的案例,剖析新一代超声测井仪的优势所在：如在基岩风化带的描述、岩石质量指标RQD分析,特别是地下岩体裂隙、节理等地质结构信息的精确揭露上,具备其他勘察手段无法比拟的优势,可以提供大量有效可视的钻孔岩体定量数据,为工程设计的定量化分析提供了详细的数据资料。可以说在揭露地下岩体结构方面,高精度超声测井是目前为止最为有效可靠的手段。     

湖北省二叠纪梁山组沉积期岩相古地理特征与成煤规律

湖北省二叠纪梁山组沉积期是一次重要的成煤时期,由于煤层的不稳定性,其煤层层数、厚度、煤质等存在明显差异。通过岩性、煤层及古生物的研究对比,查明梁山组自下而上共含煤4层,煤层的形成与沉积特征受岩相古地理环境制约。就整个华南沉积盆地而言,从湖北到湖南,岩相古地理沉积模式为北高南低的古陆-潟湖-障壁岛-广海的沉积格局,湖北境内主要为古陆和海湾潟湖,位于湘鄂交界的江南古陆实为障壁岛,跨过障壁岛,便进入华南广海。湖北沉积区相单元主要为潟湖和潮坪,其中潮坪沼泽亚相为煤层形成的最佳环境,巴东麻沙煤田、松宜煤田和蒲圻煤田皆为该环境的沉积产物,其煤层的沉积特征与海侵机制和滞留时间密切相关。     

祁连山冻土区天然气水合物科学钻探试验井中侏罗统的沉积学特征

对青海祁连山冻土区天然气水合物钻井(DK-3)岩心进行了沉积学分析。根据对钻井地层特征、粒度、矿物含量的综合分析,在DK-3钻井揭露的中侏罗统中识别出4种沉积相类型,并完成了沉积微相的划分。伴随地层由老到新,沉积环境由最初发育的辫状河过渡到相对稳定的湖泊(辫状河→湖泊→曲流河三角洲→湖泊)。在133~156m和225.1~240m井段的岩层中发现的天然气水合物,主要呈薄层状分布于岩石裂隙面上;而在367.7~396m井段,天然气水合物除存在于岩石裂隙中外,在砂岩孔隙中亦大量存在。天然气水合物的产出与沉积环境、构造条件有着密切的联系。     

Compression studies of gibbsite and its high-pressure polymorph

Various X-ray diffraction methods have been applied to study the compression behavior of gibbsite, Al(OH)₃, in diamond cells at room temperature. A phase transformation was found to take place above 3 GPa where gibbsite started to convert to its high-pressure polymorph. The high-pressure (HP) phase is quenchable and coexists with gibbsite at the ambient conditions after being unloaded. This HP phase was identified as nordstrandite based on the diffraction patterns obtained at room pressure by angle dispersive and energy dispersive methods. On the basis of this structural interpretation, the bulk modulus of the two polymorphs, i.e., gibbsite and nordstrandite, could be determined as 85 ± 5 and 70 ± 5 GPa, respectively, by fitting a Birch-Murnaghan equation to the compression data, assuming their K_o ^′ as 4. Molar volume cross-over occurs at 2 GPa, above which the molar volume of nordstrandite is smaller than that of gibbsite. The differences in the molar volume and structure between the two polymorphs are not significant, which accounts for the irreversibility of the phase transition. In gibbsite, the axial compressibility behaves as c/c _o > a/a _o > b/b _o. This is due to the fact that the dioctahedral sheets along the c-axis are held by the relatively weak hydrogen bonding, which results in the greater compressibility along this direction. In nord- strandite, the axial compressibility is b/b _o > c/c _o > a/a _o, which can also be interpreted as resulting from the the existence of hydrogen bonds along the b-axis. Received: 28 September 1998 / Revised, accepted: 22 December 1998