济阳坳陷惠民凹陷临盘地区始新统孔店组一段—沙河街组四段红层划分和对比

受气候控制的洪水事件沉积因其短暂性、广布性和周期性等特征,具有相对的等时效应,可以作为地层划分和对比的标志层。通过分析不同规模周期下的事件沉积和正常沉积特征,并结合基准面旋回理论,识别出济阳坳陷惠民凹陷临盘地区始新统孔店组一段—沙河街组四段下亚段红层短期、中期和长期三个级次的基准面旋回特征,短期旋回以洪水期和间洪水期内发育的不同类型沉积微相组合为特征,中期旋回以发育一套完整的洪水期—间洪水期沉积为标志,长期旋回则以多个中期旋回组成的地层叠加为特征;以此为依据将惠民凹陷临盘地区孔店组一段—沙河街组四段下亚段划分为5个长期旋回、16个中期旋回及若干个短期旋回层序,并对第一个长期旋回进行了精细层序地层对比,在此基础上建立了干旱气候控制下的红层层序的划分和对比模式。     

Nonlinear analysis of laterally loaded rigid piles in cohesive soil

This article presents a method for the nonlinear analysis of laterally loaded rigid piles in cohesive soil. The method considers the force and the moment equilibrium to derive the system equations for a rigid pile under a lateral eccentric load. The system equations are then solved using an iteration scheme to obtain the response of the pile. The method considers the nonlinear variation of the ultimate lateral soil resistance with depth and uses a new closed‐form expression proposed in this article to determine the lateral bearing factor. The method also considers the horizontal shear resistance at the pile base, and a bilinear relationship between the shear resistance and the displacement is used. For simplicity, the modulus of horizontal subgrade reaction is assumed to be constant with depth, which is applicable to piles in overconsolidated clay. The nonlinearity of the modulus of horizontal subgrade reaction with pile displacement at ground surface is also considered. The validity of the developed method is demonstrated by comparing its results with those of 3D finite element analysis. The applications of the developed method to analyze five field test piles also show good agreement between the predictions and the experimental results. The developed method offers an alternative approach for simple and effective analysis of laterally loaded rigid piles in cohesive soil. Copyright © 2011 John Wiley & Sons, Ltd.     

Tectono-sedimentary evolution of the Upper Prealpine nappe (Switzerland and France): nappe formation by Late Cretaceous-Paleogene accretion

Abstract

The Upper Prealpine nappe of the Swiss and French Prealps consists of a composite stack of various tectonic slivers (Gets, Simme, Dranse and Sarine sub-nappes, from top to bottom). The structural superposition and stratigraphic content of the individual sub-nappes suggests a successive stacking at the South Penninic/Adriatic transition zone during the Late Cretaceous and Early Paleogene. The present paper deals with two aspects. (1) new data obtained from the Complexe de base Series of the Dranse sub-nappe which underlies the Helminthoid Sandstone Formation, and (2) the development of a geodynamic accretionary model for the Upper Prealpine nappe stacking.

The Complexe de base Series reveals a succession of black shales at the base, grading upward into variegated red/green and red shales which were deposited in an abyssal plain environment starved of clastic input. It is overlain by the Helminthoid Sandstone Formation. The combined analysis of planktic and agglutinated benthic foraminifera and comparisons with other Tethyan series suggest an Albian to Campanian age of the Complexe de base succession. Tectonic transport of the abyssal plain segment into a trench environment allowed for the stratigraphic superposition by the Helminthoid sandstone sequence. The present findings combine well with the general scheme of the Upper Prealpine nappe stack and several single results on parts of the nappe stack. We take that opportunity to present a comprehensive model for the tectono-sedimentary evolution of the Upper Prealpine nappe.

We suggest that Late Jurassic-Early Cretaceous asymmetric (?) extension at the South Penninic-Adriatic margin created an extensional alloehthon. Later during the mid-Cretaceous, the start of convergence drove the obduction of oceanic crust on the northern margin of the extensional allochthon. The resulting ophiolitic/continental source supplied clasts to the trench basin in front (Manche turbidite series), and the backarc basin (Mocausa Formation) and abyssal plain (Perrières turbidite series) to the South. During Middle to Late Coniacian the main Adriatic margin was thrusted over the obductionrelated mixed belt and established an incipient accretionary prism containing the former trench, backarc and abyssal plain basin fill series. During this stage the Gueyraz (melange) Complex formed, which separates the trench series from the retroarc and abyssal plain formations. On top of the incipient accretionary prism a forearc basin developed hosting the Hundsrück Formation. The frontal abyssal plain formation (Complexe de base) still received few turbiditic intercalations. From Campanian time on, the forearc basin was bypassed and deposition of the Helminthoid Sandstone Formation occurred on the Complexe de base succession. During the Maastrichtian the abyssal plain and trench fill succession (Dranse nappe) was accreted to the incipient wedge, and in front of a newly active buttress, the Gurnigel trench basin was established. Another accretionary event during latest Paleocene/earliest Eocene added parts of that trench series to the base of the wedge (Sarine nappe). During the Late Eocene the accretionary wedge and remaining trench fill series (Gurnigel nappe) were thrusted en-bloc over the Middle Penninic limestone nappes and partly overtook the latter. Continued shortening of the resulting nappe pile and out-of-sequence thrusting accomplished the overriding of the Middle Penninic units over the former South Penninic Gurnigel trench series (inversion of palaeogeographic domains).     

季冻土区临水内、外拱护墙结构冻胀特征分析及治理

为厘清季冻土区临水内、外拱护墙结构冻胀平位移冻害机理,测试隔离层防冻害装置的有效性,在20101110-20110531、20131110-20140531、20171110-20180531三个观测年内,以长春某湖泊临水内、外拱护墙结构为研究对象,选择内、外拱护墙结构和设隔离层防冻害装置的试验内拱护墙结构三者相对比,用钢尺量距法观测三者寒期的平位移状态。结果表明：内拱护墙结构出现倾斜、裂缝导致的内向冻胀平位移冻害,其内向平位移曲线随气温均呈"半驼峰型",对应观测年持续降温-持续低温-持续升温-正温时段,内向冻胀平位移呈减小-增大-减小-稳定残余的位移运动,诱因是平冻胀应力的生成-增长-减弱-消失作用;外拱护墙结构出现较小的外向冻胀平位移,外向冻胀平位移曲线均呈"波浪型",无冻害发生,冰凸拱平冻胀应力推动外拱护墙结构压缩冻土凹拱形成外向冻胀平位移,冻土凹拱限制了外向冻胀平位移发展;设隔离层防冻害装置的试验内拱护墙结构未发生平位移冻害,其内向冻胀平位移较自然冻胀的内拱护墙结构减小83.92%,较外拱护墙结构减小51.74%,表明隔离层防冻害装置防治冻胀平位移冻害有效。     

抗洪救灾遥感系统中河道防洪信息系统的试验研究

介绍了抗洪救灾遥感系统中河道防洪信息系统的试验研究.试验以微机作为基本硬件环境,通过对各种图形和遥感图像的输入、输出与处理方法的研究,采用以DBASE-Ⅲ为主,以FORTRAN、BASIC和C语言为辅的混合编程方法.建立了河道防洪信息系统.该系统具有数据更新、查询检索、统计报表、显示制图和对图形、图像的数据采集、编辑、存取、显示、输出与处理等功能.     

能源基地重点地区水资源危机及应采取的对策

主要对基地8个重点地区的水资源问题及应采取的对策进行了探讨,目的是在西部大开发步伐不断加快的同时,应当注意水资源及水环境的合理开发利用,使西部经济保持可持续发展.     

知识库系统的原理

在分析了知识的定义、知识的类型、知识的分级、知识原理的基础上，详细说明了知识库系统的原理。     

地学自由曲面径向基函数网络重建的详细算法

径向基函数(RadialBasisFunction,简称RBF)神经网络是一种理想的地学离散数据网格化工具,能够适应各种不同分布形式和边界条件的数据,收敛速度较快,可以逼近任何复杂曲面。这里详细介绍了RBF神经网络的算法。适当径向基函数的形式和偏差系数是使用RBF神经网络作地学曲面重建的关键。大量的实际数据验证结果表明,当选用Gauss型径向基函数时,一般可获得比较理想的网格化效果,同时具备"曲面平滑"和"拟合度高"的特点。     

基于壳聚糖席夫碱类衍生物修饰电极测定食品中的亚硝酸根离子

利用水杨醛对壳聚糖进行改性,合成壳聚糖席夫碱类衍生物(S-CTS),将其滴涂在玻碳电极表面成膜。用循环伏安法研究了该修饰电极对NO2-的电催化作用。以0.1mol/LpH4.5的B-R缓冲溶液为底液,还原峰电流与NO2-浓度在0.20～81mg/kg范围内呈良好的线性关系,相关系数为0.9899,检测限达到2.8×10-7mol/L。用于样品测定,结果较为满意。