Storm deposits and storm-generated coarse carbonate breccias on a pelagic outer shelf (South-East Basin, France)   总被引：2，自引：0，他引：2  

Michel Seguret  Alexis Moussine-Pouchkine  Guilherme Raja Gabaglia  & Frederic Bouchette 《Sedimentology》2001,48(2):231-254

Uppermost Jurassic limestones of the South‐East Basin (France) are organized into four facies associations that were deposited in four distinct zones: (1) peritidal lagoonal limestones; (2) bioclastic and reefal limestones; (3) pelagic lime mudstones; (4) lime mudstones/calcarenites/coarse breccias. Calcarenite deposits of zone 4 exhibit sedimentary structures that are diagnostic of deposition under wave‐induced combined flow. In subzone 4a, both vertical and lateral transitions from lime mudstone/calcarenite to breccia indicate in situ brecciation under wave‐cyclic loading. Breccias were produced by heterogeneous liquefaction of material previously deposited on the sea floor. Deposits in subzone 4a record relatively long periods (>400 kyr) of sedimentation below wave base, alternating with periods of deposition under wave‐induced currents and periods of in situ deformation. In this zone, storm waves were attenuated by wave–sediment interaction, and wave energy was absorbed by the deformation of soft sediment. With reference to present‐day wave attenuation, water depths in this zone ranged between 50 and 80 m. Landwards of the attenuation zone, in zone 3, storm waves were reduced to fair‐weather wave heights. Storm wave base was not horizontal and became shallower landwards. As a consequence, water depth and wave energy were not linearly related. On a small area of the seaward edge of subzone 4a, cobbles were removed by traction currents and redeposited in subzone 4b. There, they formed a 100‐m‐thick wedge, which prograded over 3 km and was built up by the stacking of 5‐ to 20‐m‐thick cross‐stratified sets of coarse breccia. This wedge records the transport and redeposition of cobbles by a high‐velocity unidirectional component of a combined flow. The increase in flow velocity in a restricted area is proposed to result from flow concentration in a channel‐like structure of the downwelling in the gulf formed by the basin. In more distal subzone 4c, the hydrodynamic effect of wave‐induced currents was quasi‐permanent, and brecciation by wave–sediment interaction occurred only episodically. This indicates that, seawards of the attenuation zone, hydrodynamic storm wave base was deeper than mechanical storm wave base. Uppermost Jurassic carbonates were deposited and soft‐sediment deformed on a hurricane‐dominated ramp of very gentle slope and characterized by a zone of storm wave degeneration, located seawards of a zone of sedimentation below wave base.  相似文献   

注浆法在填土地基加固处理中的应用实例   总被引：3，自引：0，他引：3  

谢福和  彭溅清等 《湖南地质》2001,20(2):123-125

泸溪县武溪110kv变电站场地地基为人工开挖山坡堆填而成，填土厚薄不均，由块石、碎石及粉土构成。变电站建成后，建筑物及地面发生不均匀沉降，建设方要求进行加固处理，经过反复对比和投资验算，确定采用充填、渗透注浆法对填土地基注入浓水泥浆进行加固处理。施工前，先要进行注浆试验，选择合理的注浆方式和技术参数。注浆加固后，通过一年多的观察，建筑物及地面不均匀沉隆均得到控制，达到了提高地基承载力，稳定建筑的目的。  相似文献   

国内外泥浆材料的现状及发展趋势   总被引：7，自引：0，他引：7       下载免费PDF全文

何远信 《探矿工程》2001,(5):47-49

系统介绍了泥浆材料的现状及发展趋势，重点叙述了水基泥浆、油基泥浆及合成基泥浆这3大类泥浆材料的现状及发展趋势。  相似文献   

能源基地重点地区水资源危机及应采取的对策   总被引：3，自引：0，他引：3       下载免费PDF全文

孙建平  魏玉梅 《地球学报》2001,22(4):317-319

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。  相似文献   

评估地震人员伤亡的软件系统   总被引：6，自引：1，他引：6       下载免费PDF全文

程家喻  杨哲 《地震地质》1996,18(4):462-470

设计了地震人员伤亡评估系统软件包，并利用该系统对北京地区假定地震发生后的人员伤亡进行了预测。为设计该系统，建立了北京地区的人口数据库、唐山和邢台地震人员伤亡数据库，对一天中人在不同时间段逗留在房屋内部的概率进行了讨论，从而建立了地震人员伤亡评估的数学模型。该系统作为地震灾害评估系统的子系统，主要用于地震人员伤亡的快速评估  相似文献   

长江防洪决策支持系统——防洪知识库系统   总被引：3，自引：0，他引：3       下载免费PDF全文

邹鹰  金管生 《水科学进展》1996,7(4):326-330

防洪决策是一项十分复杂的决策性思维活动,它不仅需要大量数据型信息的支持,而且还需要大量文档型信息的支持.在分析防洪决策全过程对各种文档信息需求的基础上,广泛收集各种有关文档资料,经过整理分类,确立了防洪知识库的信息组织体系,然后在Windows系统下,利用它的联机帮助系统,通过创建帮助文件的方式建立了长江防洪知识库系统.该系统具有用户界面友好直观,操作简便,可为防洪决策者提供方便快捷的文档信息支持.  相似文献   

卫星信息在垂直气候特征值空间分布数据库中的应用     

赵仲文  李德广  赵同应  刘占贞 《遥感学报》1992,(1)

本文提出了利用遥感影像与常规数据建立垂直气候特征数据库的方法,给出了气候遥感模拟方程及小地形订正方法。初步讨论了NOAA-AVHRR热红外数据与气候特征值是否存在相关。  相似文献   

1：5万区域地质图编稿原图的制作     

王长才 《吉林地质》1993,12(1):77-79

目前,省内各地调单位在编制1∶5万区域地质图编稿原图时采用的方法、程序和依据的技术要求等方面尚不完全一致,直接且不同程度地影响了地质图件的质量。本文就上述问题,依据国家、部颁布的有关规程、规范及局的有关文件精神作了较全面系统的说明与论述,可望今后逐步走上统一标准。  相似文献   

夯扩桩在软土地基加固中的应用     

张国有  张家峰  张忠良  蔡同军 《上海国土资源》1993,(1)

本文通过上海机床电器三厂综合楼桩基的施工实例,介绍了夯扩桩的施工工艺和特点,讨论了夯扩头形状和体积的计算方法,分析了扩大头对单桩承载办的影响及规律。文章认为,夯扩桩承载力较高,成本低、工效高、污染小,是一种可用于上海地区多层建筑基础的桩型。  相似文献   

A new area for earthquake resistant engineering: the control of seismic responses of structures     

Min-Zheng Zhang 《地震学报(英文版)》1993,6(3):761-768

This paper summarizes the origin and idea of the control of civil engineering structures and reviews the state-of-the art of recent advances in structural control both theoretically and technologically. The prospects for structural control and key research objects to remain to be solved are put forward at last. The Chinese version of this paper appeared in the Chinese edition ofActa Seismologica Sinica,15, 375–380, 1993.  相似文献