小秦岭金矿田北矿带厚覆盖层钻探技术难点及对策          下载免费PDF全文

罗永贵  王红阳  刘建华 《探矿工程》2014,41(1):27-29,32

针对小秦岭金矿田北矿带厚覆盖层钻孔施工存在的技术难点进行分析,从钻进方法、钻孔结构、泥浆护壁、工艺措施等方面,研究出解决厚覆盖层钻孔绳索取心钻进的技术对策和措施,在生产实践中较好地解决了技术难点问题,并取得了好的经济技术效果。  相似文献   

特大采空区上覆岩层地压与地表塌陷灾害监测研究     

胡静云  李庶林  林峰 《岩土力学》2014,35(4):1117-1122

大红山铁矿采用无底柱分段崩落法开采形成了3个规模巨大的采空区,采空区上覆岩层移动与地表开裂塌陷将导致露天采场发生滚石地压灾害、井下采场产生空气冲击波次生地质灾害、地表与井下发生泥石流地质灾害等。针对上述问题,采取了多通道微震监测、非接触式岩移实时监测、基于手持式GPS仪的地表开裂范围监测和基于全站仪的地表沉降与水平移动监测的多种综合地压监测手段,对上覆岩层崩落高度、上覆岩层下沉变形量、地表开裂范围和地表沉降与水平移动等进行了监测,通过两年的监测获取了大量的监测数据,经分析表明,采空区上覆岩层崩落高度约在+1 090⁺1 060 m,上覆岩层+1 090 m平巷内观测点累计沉降量为1 350 mm,地表开裂范围位于以岩移角为75°划定的地表岩移范围内,地表测点最大累计沉降与水平移动量为1 779与948 mm,上覆岩层与地表的变形移动活动处于稳定渐进可控的状态,目前不会发生上述地压地质灾害。  相似文献   

山东省齐河—禹城富铁矿勘查区工作进展及对策          下载免费PDF全文

郝兴中  彭观峰  王润生  张文  刘伟  戴广凯  朱学强 《山东国土资源》2021,37(12)

近年来,在山东省齐河—禹城地区矽卡岩型铁矿勘查工作取得了重大突破,该勘查区内相继发现了李屯、大张和潘店矽卡岩型铁矿床,同时科研工作也取得了较大进展。本文在全面收集和综合分析区内矿产勘查和科研成果的基础上,对该区以往勘查经验和研究现状进行总结,分析该区勘查研究过程中主要制约因素和亟待解决的关键问题。通过对制约因素和关键问题开展对策研究,为今后该区铁矿勘查工作提供借鉴。通过分析表明该区矽卡岩型铁矿的成矿地质体（即燕山晚期中基性侵入岩）应属于沂南序列。勘查区内深部地质体三维空间特征精细刻画、深部地质体控矿构造研究、物探数据深度解译、矿产勘查空间拓展、铁矿成矿规律和矿体赋存规律深入研究等多个方面将是下一步勘查研究工作的重点,加强对上述方面的研究有助于促进区内铁矿勘查工作顺利开展。在加强对物探异常西半环已发现矿体的勘查和类似异常的查证工作的同时,对物探异常东半环加强勘查研究工作对于拓展整个齐河—禹城地区矽卡岩型铁矿的勘查空间具有十分重要的意义。  相似文献   

对我国西南地区河谷深厚覆盖层成因机理的新认识   总被引：2，自引：0，他引：2  

许强  陈伟  张倬元 《地球科学进展》2008,23(5):448-456

近年来,在我国水能资源开发过程中,发现各河流现代河床以下普遍堆积厚达数十米甚至上百米的松散堆积物。河谷深厚覆盖层的存在,不仅严重制约了工程坝址的选择,影响相关流域水电资源的开发利用,也给坝工设计带来巨大的困难。由于深厚覆盖层埋藏于现代河床之下,其形成年代一般先于一二级阶地,有悖于河流发育演化的常理,其成因一直令人费解。首次将河谷深切和深厚堆积事件与全球气候变化、海平面升降运动、地壳运动等有机地联系起来,并提出冰期、间冰期全球海平面大幅度升降,是导致河流深切成谷并形成深厚堆积的主要原因的新观点。在此基础上,引入层序地层学原理,从理论上较好地解释了全球气候变化导致海平面和河流侵蚀基准面大幅变化,并产生河谷深切和深厚堆积的原因和过程。最后,进一步将沿河大型古滑坡的孕育和发生与河谷深切事件相联系,提出沿河大型古滑坡是在河谷深切期因前缘临空较好而形成的新观点,从而对沿河古滑坡前缘剪出口高程往往低于现代河床数十米的原因给出了较合理的解释。  相似文献   

复杂地层暗挖隧道穿越人行天桥施工技术          下载免费PDF全文

胡方田 《探矿工程》2007,34(7):52-54

以正在建设中的北京地铁十号线双井一劲松区间工程暗挖隧道为例，叙述了浅埋隧道穿越人行天桥的施工技术，并通过监控量测对该技术进行了检验。  相似文献   

地铁隧洞带水作业施工技术          下载免费PDF全文

罗启录 《探矿工程》2007,34(3):58-60

以在建的北京地铁十号线双井一劲松区间暗挖隧道为例，通过分析北京特殊地层在带水条件下单洞结构单线隧道台阶法的施工工艺，洞悉浅埋暗挖正台阶法施工中超前预加固、开挖时空顺序、台阶长度等工艺对围岩稳定性的影响程度。  相似文献   

Incremental Growth of Plains-Type (Compactional) Folds in a Cratonic Environment as Revealed by the Sedimentary Sequence     

Merriam  Daniel F. 《Natural Resources Research》2003,12(1):27-40

The enigma of the origin and development of plains-type folds, as they were christened in the early 20th Century, essentially has been solved. The folds, a considerable distance from the tectonic disturbance, were formed by draping of sediments over differentially displaced Precambrian basement fault blocks. These Precambrian basement fault blocks controlled the location, size, and shape of the folds. Forces were transmitted through the rigid basement causing readjustment along the indigenous fracture/fault pattern formed much earlier. In the U.S. Midcontinent, the crystalline basement is overlain by a thin veneer of sediments, and once the structures were formed, they continued to develop as evidenced by features in the overlying sediments. As the stress was transmitted through the basement and then relaxed, the fault blocks moved differentially in concert to these outside forces. Sediment compaction and nondeposition over structural topographic highs reacted accordingly to form the features as seen today. To determine the structural history, structural closure on different horizons on the anticline is plotted in their appropriate stratigraphic position at depth. This gives a compaction line for each tectonically coherent segment. Similar segments show a relatively straightline with offsets at major unconformities indicating breaks in the continuum. It is at these breaks that the section can be stretched until the compaction line matches as a continuum with the resulting gap giving the approximate amount of missing section for that part of the rock column. Conversely, the amount of closure on a structure at depth for each line segment can be estimated by extrapolating downward in that segment. This technique to determine depth of burial and thus the amount of missing stratigraphic section from well data at numerous locations has been compared with estimates made by other methods and the results are similar. Where no other data are available or for quick estimates, then, it is proposed that this approach will give reasonable results and that the values can be used as a constraint in basin modeling.  相似文献   

浅覆盖区土壤化学成分与基岩化学成分的关系及其意义——以大兴安岭北部地区为例   总被引：3，自引：3，他引：3       下载免费PDF全文

郝立波  陆继龙马 力 《中国地质》2005,32(3):477-482

以大兴安岭北部地区为例，研究了浅覆盖区土壤与基岩化学成分的关系。指出浅覆盖区残积型土壤主要造岩元素组合继承了基岩元素组合特征；在岩石风化成土过程中，元素再分配和迁移使土壤中大多数元素（氧化物）含量产生明显的“均一化”。在此基础上，对土壤地球化学异常的识别与评价问题进行了讨论并提出了建议。  相似文献   

Experimental research on reservoir sensitivity to stress and impacts on productivity in Kela 2 Gas Field     

Sun Longde  Song Wenjie  Jiang Tongwen 《中国科学D辑(英文版)》2004,47(Z2)

Kela 2 Gas Field, with high formation pressure (74.35MPa), high pressure coefficient (2.022) and difficulty of potential test and evaluation, is the largest integrated proved dry gas reservoir in China so far and the principal source for West-East Gas Development Project. In order to correctly evaluate the elastic-plastic deformation of rocks caused by the pressure decline during production, some researches, as the experiment on reservoir sensitivity to stress of gas filed with abnormal high pressure, are made. By testing the rock mechanic properties, porosities and permeabilities at different temperature and pressure of 342 core samples from 5 wells in this area, the variations of petro-physical properties at changing pressure are analyzed, and the applicable inspection relationship is concluded. The average productivity curve with the reservoir sensitivity to stress is plotted on the basis of the research, integrated with the field-wide productivity equation. The knowledge lays a foundation for the gas well productivity evaluation in the field and the gas field development plan, and provides effective techniques and measures for basic research on the development of similar gas fields.  相似文献   

鲁西南深埋粘性土物理力学指标多元统计研究   总被引：2，自引：0，他引：2  

孙如华  李文平 《水文地质工程地质》2004,31(2):37-40

运用R因子分析和R型聚类两种多元统计分析方法,对鲁西南地区深埋粘性土的20组样的8个物理力学指标数据进行了分析。利用R因子分析方法,揭示了各指标对鲁西南地区深埋粘性土状态和力学性质的影响关系。利用R型聚类分析方法,研究了深部粘性土各物理力学指标之间的相关性,为进一步从物理力学指标对深埋粘性土的特殊状态和力学特性的研究打下基础。  相似文献