基于逐步回归分析的大坝变形分析模型研究

主要介绍对逐步回归分析模型的原理和基本步骤,结合大坝工程实例进行分析。引入了库水位、时效和温度三个因子建立逐步回归模型。得出了运用逐步回归模型分析大坝变形的合理性,可以达到预测的目的。     

矿图属性数据的ASE管理

在矿图绘制过程中,ＡＵＴＯＣＡＤ和数据库系统（ＤＢＭＳ）之间的来回切换而引发的种种问题一直难以解决。本文以ＡＳＥ为基础,介绍一种新型的矿图属性数据数据管理方法,为ＣＡＤ与ＤＢＭＳ的合理集成提供了一种新途径。     

广东省地面塌陷特征及防治对策

广东省的地面塌陷主要有自然塌陷及人为塌陷等2种类型。其中人为塌陷包括抽排水塌陷及采空区塌陷。地面塌陷的平面形态多呈圆形、椭圆形、长条形和不规则形等;剖面形态大致可分为竖井状、蝶状、漏斗状及坛状等。从区域上看,地面塌陷的分布特征受地形地貌、地质构造、地下水作用特征、岩溶发育程度、覆盖层条件和人类工程活动等的控制。探讨了广东省地面塌陷的防治对策。     

岩溶塌陷机理研究进展

岩溶塌陷机理是开展岩溶塌陷监测、预警、防控及治理工作的基础。长期以来,岩溶塌陷机理研究都是以事后调查的定性推测为主,缺乏必要的科学观测数据支持,导致目前的岩溶塌陷机理仍然处于假设阶段,并成为岩溶塌陷灾害监测预警与防治方面的理论瓶颈问题。文章总结了近年来国内外岩溶塌陷机理的最新研究进展,提出目前的岩溶塌陷机理都可以归结为土岩体的渗透变形,但其临界或破坏指标还需进一步探讨,此外指出随着高频采样的水压力、 加速度计及声波等传感器的实用化,塌陷机理研究将面临着从静水压力到动水压力方面的挑战,并且压力脉动造成的气蚀破坏、共振破坏也将是下步探究的重点。     

桂林市西城区岩溶塌陷特征分析

桂林市西城区岩溶塌陷是该区重要地质灾害 ,已对当地工农业生产构成严重危害 ,本文从大量野外调查资料出发 ,分析了该区岩溶塌陷在时间和空间上的主要特征 ,为今后本区岩溶塌陷的预测和防治提供了可靠的依据。     

芦山地震冶勒大坝强震监测资料分析

冶勒沥青混凝土心墙堆石坝最大坝高为124.5 m,坝址区地震烈度高,地质条件复杂,两岸坝基条件严重不对称。大坝上布设了9台强震仪组成的强震监测台阵,曾获得2008年汶川地震和攀枝花地震的大坝强震监测记录。2013年4月20日四川省雅安市芦山县发生里氏7.0级地震,冶勒大坝距震中约212.5 km,坝址区震感较为强烈,强震监测台阵获得了此次地震较为完整的有效记录。对芦山地震主震记录进行时域分析和频谱分析,总结冶勒大坝在芦山地震中的动力反应规律,并与汶川地震时坝体动力反应进行对比分析。研究表明,芦山地震主震时冶勒大坝最大加速度记录为47.043 cm/s2,最长持续时间为76.98 s,坝顶动力放大效应明显;芦山和汶川地震时大坝动力反应规律的差异与地震波频谱特性及大坝自振特性等密切相关。总体而言,冶勒大坝在震后运行安全稳定,芦山地震未对冶勒大坝造成明显不利影响。     

Oligo-Miocene extension in the Lycian orogen: evidence from the Lycian molasse basin,SW Turkey

The Lycian molasse basin of SW Turkey is a NE-SW-oriented basin that developed on an imbricated basement, comprising the allochthonous Mesozoic rocks of the Lycian nappes and Palaeocene-Eocene supra-allochthonous sediments. The imbricated basement has resulted from a complex history related to the emplacement of different tectonic units from Late Cretaceous to Late Eocene. Following imbrication, extensional collapse of the Lycian orogen resulted in extensive emergent areas, some of which coincide with present-day mountains. These were surrounded by interconnected depressions, namely, the Kale-Tavas, Çardak-Dazk?r? and Denizli subbasins.

The Lycian molasse sequence contains a relatively complete record of the tectonic history of the Lycian orogenic collapse from which it was derived. The sequence is characterised by interdependence between tectonism and sedimentation, the latter of which includes fining-and coarsening-upward sedimentary cycles with syn-depositional intrabasinal unconformities.

The Denizli subbasin consists of thick, coarse-grained wedges of alluvial fans and fine-grained fan-delta deposits formed in a shallowmarine environment. Some areas of the fan deltas were colonised by corals, red algae and foraminifera, forming patch reefs.

The first phase of extensional collapse in the region is marked by the Lycian orogenic collapse, which may have been initiated by the beginning of the Oligocene (Rupelian), following the main Menderes metamorphism. Starting in the latest Early Miocene or in the Middle Miocene, the area of the molasse basin was subject to deformation with the Lycian nappes, and to erosion as well. At that time, the Lycian nappes, with some ophiolitic assemblages, were thrust over the molasse deposits and thus, NE-SW-trending folds were formed. The molasse deposits and thrust-related deformational structures were then unconformably covered by Upper Miocene continental deposits which belong to the neotectonic period of SW Turkey. The second phase of extensional collapse is marked by granitic intrusions and the formation of Miocene detachment-related extensional basins. This phase may have been related to the exhumation of the gneissic core of the Menderes Massif, from which fragments were derived and incorporated into the upper parts of the Denizli subbasin during the Aquitanian.     

歌乐山岩溶地面塌陷发育特征

歌乐山为高位岩溶地带,加之近年来人类工程活动加剧,岩溶地面塌陷发生频繁。中梁山山脉沙坪坝行政区段基本覆盖传统意义上歌乐山地区,文章以此为研究范围,搜集以往调查、勘察资料并加以系统分析,旨在研究、总结歌乐山地区岩溶地面塌陷发育特征。研究结果表明,区内岩溶地面塌陷数量呈现逐年递增的趋势,但季节分布不均匀,其空间上主要分布在岩溶较发育、地下水位变动较大、地层岩性碳酸钙含量较高、土层厚度3～8 m的地带;塌陷发育过程分为早期、中期、晚期三个阶段,以潜蚀作用为主导因素。      

自重湿陷性黄土地区桩基设计探讨

根据自重湿陷性黄土的特点、《湿陷性黄土地区建筑规范》（GB50025—2004）和《建筑桩基技术规范》（JGJ94—94）中关于桩基设计的对比分析，通过自重湿陷性黄土场地工程实例分析计算，依据负摩擦产生的机理——中性点理论，论述了自重湿陷性黄土场地中桩基设计应考虑中性点，而不应全部计入负摩阻的观点。     

昌马水库右岸山体稳定性研究

昌马水库导流排砂洞塌方导致右岸山体发生松动 ,本文在大量地质资料的基础上 ,对右岸岩体裂隙网络进行模拟 ,同时 ,采用极限分析能量法和有限元数值模拟方法等对右岸山体的稳定性进行分析研究 ,并提出相应的加固方案。