大港滩海埕北地区古近纪生物地层与油气的关系

大港滩海埕北地区古近系发育沙三段至东一段地层,在这些地层中保存着丰富的介形类、腹足类、轮藻类、孢粉和藻类等生物化石.按照生物特征将沉积物分为A,B,C,D,E等5种生物相带,分别对应河流—三角洲平原和沼泽相、滨湖相、浅湖相、浅湖—半深湖相、深湖相的沉积环境.勘探资料表明,水生生物繁盛的滨湖、浅湖、半深湖环境是储集层发育...     

中山市神湾镇晚中生代花岗岩风化壳剖面元素地球化学特征

选择珠三角沿海地区有代表性的中山市神湾镇三个晚中生代花岗岩风化壳剖面进行系统采样和主量、微量元素分析,研究了花岗岩风化壳剖面元素地球化学特征.花岗岩风化壳剖面自上而下可划分为淋溶层(E)、淀积层(B)、半风化层(C)和基岩层(R),不同层位的Si、Al、K、Rb、U、Nb、Ta、Hf、Th、Se含量均高于大陆上地壳相应...     

太子河流域本溪期沉积相特征

太子河流域是华北地台区本溪组最发育的地区之一。本文从典型剖面分析入手,对本溪期的沉积相进行分析讨论。本溪的牛心台剖面海相层位出现最早,晚期出现浅水生物碎屑滩沉积,底部之滨海湖沼相中的铝土矿厚度大品位高;大葫芦套村剖面以泥岩广泛发育,且灰岩层数多而薄为特征,代表滨海平原湖泊的沉积;田师付太平沟剖面以下部发育一完整的三角洲沉积而有别于其它地区;在最北部的暖河子剖面,下部为滨岸冲积平原的沉积,代表了近陆环境中的沉积。本溪期沉积可分为两个演化阶段,早期沉积受古地形的制约,为一填平补齐作用,沉积环境主要为滨岸冲积平原、滨海湖泊、沼泽以及三角洲;晚期是随着海侵范围的扩大和地形差异的缩小,基本上为一海湾—泻湖环境,但局部有浅水生物碎屑滩的存在。     

沉积硫化物层形成的物理化学条件研究

本文以甲生盘层控铅-锌-硫铁矿床为例，应用化学平衡及热力学计算方法定量估计同生硫化物层形成的古盐度，pH和Eh条件。计算表明，在富有机质的还原性海盆地中，细菌还原硫酸盐反应使体系pH,Eh值明显降低。甲生盘矿含矿层沉积环境为：S=70%，pH=7.08-7.17,Eh=-0.230--0.418V.高盐度，强还原及偏低的ph环境有利于硫化物富集。     

Vibrating-Sliding Motion of Caisson Breakwaters Under Various Breaking Wave Impact Forces

Sliding is one of the principal failure types of caisson breakwaters and is an essential content of stability examination in caisson breakwater design. Herein, the mass-spring-dashpot model of caisson-base system is used to simulate the vi-brating-sliding motion of the caisson under various types of breaking wave impact forces, i.e., single peak impact force, double peak impact force, and shock-damping oscillation impact force. The effects of various breaking wave impacts and the sliding motion on the dynamic response behaviors of caisson breakwaters are investigated and the calculation of relevant system parameters is discussed. It is shown that the dynamic responses of the caisson are significantly different under different types of breaking wave impact forces even when the amplitudes of impact forces are equal. The amplitude of dynamic response of the caisson is lower under single peak impact excitation than that under double peak impact or shock-damping oscillation impact excitation. Though the disp     

埃尔—尼诺发生前的冬季,西北太平洋副热带高压的特征

本文对1951～1990年西北太平洋副热带高压特征量资料进行了普查分析,找出了在埃尔-尼诺发生前的冬季副热带高压偏弱,其面积指数、强度指数偏低,脊线位置及588线北界位置偏南的特征。文中对副热带高压强度指数进行了较详细的分析,通过对1～3月份副热带高压强度指数距平和逐年进行累加后发现,低谷处为埃尔-尼诺发生年。     

A Probabilistic Method for Motion Analysis of Caisson Breakwaters

1 .IntroductionInrecent years ,especiallyfrom1994 when aninternational conference on breakwater design washeldinJapan,muchresearchonthe dynamic analysis of caisson breakwaters has been done ,and manyimportant progresses have been made .Oumeraci and Korten…     

基于MapX的地图编辑系统设计与实现

基于GIS组件MapX,采用面向对象编程语言VB和Accesss 2000数据库,开发一个地图编辑系统,给出了系统的总体结构、主要功能、部分关键代码及其功能实现.     

苏北平原龙冈LG孔晚第四纪地层与环境演化记录

通过研究已经获得的苏北平原龙冈LG孔岩芯野外描述、照片、粒度、¹⁴C测年、有孔虫、孢粉、重矿物等原始测试分析数据,并参考邻区发表成果和该区新近补充的资料数据,再分析和讨论了LG孔的地层层序、年代框架和环境演化记录等内容。结果表明：① LG孔34.8 m岩芯保存了MIS 4以来沉积环境演化记录,先后经历了河漫滩、河湖相洪泛平原（第二硬黏土层）、较开放潮滩的潮间带和潮下带、较开放潮滩的潮下带、较开放潮滩的潮间带和潮上带下部、河湖相洪泛平原（第一硬黏土层）、潮上带滨海沼泽和海岸沙堤等一系列环境演化过程,其中潮滩环境的MIS 3海侵层发育;② 西冈贝壳沙堤龙冈段的全新统厚度很薄,一般在10 m以内,由于LG孔可见两个硬黏土层,应位于古河间地而非下切古河谷区,且以其第一硬黏土层顶面作为全新统底界更为合理,故原报道该孔全新统厚达25 m难以成立;③ 老于末次冰盛期的常规和加速器¹⁴C测年数据皆存在着不同程度的误差和不确定性,加之淤泥和钙质结核等测年材料易受污染等,故LG孔第二硬黏土层中的2个¹⁴C测年数据明显偏年轻,皆不宜用于解释地层年代。     

Numerical Analyses of Caisson Breakwaters on Soft Foundations Under Wave Cyclic Loading

A caisson breakwater is built on soft foundations after replacing the upper soft layer with sand. This paper presents a dynamic finite element method to investigate the strength degradation and associated pore pressure development of the intercalated soft layer under wave cyclic loading. By combining the undrained shear strength with the empirical formula of overconsolidation clay produced by unloading and the development model of pore pressure, the dynamic degradation law that describes the undrained shear strength as a function of cycle number and stress level is derived. Based on the proposed dynamic degradation law and M-C yield criterion, a dynamic finite element method is numerically implemented to predict changes in undrained shear strength of the intercalated soft layer by using the general-purpose FEM software ABAQUS, and the accuracy of the method is verified. The effects of cycle number and amplitude of the wave force on the degradation of the undrained shear strength of the intercalated soft layer and the associated excess pore pressure response are investigated by analyzing an overall distribution and three typical sections underneath the breakwater. By comparing the undrained shear strength distributions obtained by the static method and the quasi-static method with the undrained shear strength distributions obtained by the dynamic finite element method in the three typical sections, the superiority of the dynamic finite element method in predicting changes in undrained shear strength is demonstrated.