小口径割管器的设计与应用

某盐井施工时,在245．00—270．00m孔段有25m钻具被水泥固结,进行透孔作业时,扫至孔深250．60m时,扫孔用岩心管被扫落的钻杆接头碎块卡住拧断,透孔时发现孔内遗留3．2m断岩心管、钻头等物。根据钻孔结构与遗留钻具的特点．自行设计一种主要由活塞柱、割刀片和复位弹簧组成的小口径割管器,将水泥固结钻具割断,并将钻具和多种残留管材打捞出孔。从割断后打捞上来的钻杆分析,钻杆切割面光滑、平整,钻杆被完全切透,说明此种割管器设计合理,各部件动作有效。     

福建邱村金矿床控矿因素及成因

邱村金矿矿体严格受构造、次火山岩、次火山隐爆角砾岩控制，通过对矿石黄铁矿Pb、S同位素分析以及相邻矿区成矿温度的对比研究，金矿成矿物质来源于元古宇麻源群深变质岩系，成矿热液来源于火山岩浆期后分异的热液，该矿床属火山岩中－低温热液型金矿床。     

Petromagnetic heterogeneities in sintering zones of Permian-Triassic traps of Komsomolsk pipe deposit (Yakutsk diamond province)

Doklady Earth Sciences - Complex petrophysical, paleomagnetic, and tectonophysical studies undertaken at the primary diamond deposit of the Komsomolsk pipe, Daldyn-Alakitsk region (DAR), Yakutsk...     

钢管桩土钉墙复合支护体系在某基坑工程中的应用

通过基坑采用的钢管桩＋土钉墙复合支护体系施工应用,介绍其设计思路、计算过程、验算及最终效果,论述了该支护体系在类似施工条件下,具有较大的技术及经济优势。     

溧水盆地火山岩区地震波场特征及控矿因素定位预测

江苏溧水盆在晚中生代活化为地洼,受燕山期岩浆作用的影响形成火山盆地。本区的矿床严格受火山旋回、构造控制。地震勘探资料显示:不同地质体的地震波场特征各具特点,测区盆地构造清晰,火山岩系总厚约3 700m,火山旋回界面明显,前火山岩沉积地层中断裂发育,次火山岩体分布于盆地边缘隆起带。按成矿构造法观点,结合本区成矿背景、相关矿床类型和MT剖面异常分析,对盆地相关控矿因素进行了定位预测。     

东濮凹陷构造演化对浅层油气成藏的影响

通过计算地层的剥蚀厚度、断层断距,分析了古近纪以后两个最主要时期的构造运动特征,将构造演化与浅层油气藏地化指标、包裹体均一温度、同位素测年等结果相结合,分析了新构造运动对油气生成、运移路径、成藏期次及时间的控制作用。研究认为:东濮凹陷新构造运动主要发生在东营组、明化镇组沉积末,运动以垂直升降为主,伴有弱的伸展断裂;两次构造运动控制了烃源岩的二次生烃和浅层油藏的二次充注;深部生成的油气运移至浅层依次经过了NE向基底断裂、东营组砂体、新近系EW向断层,新近系油气分布主要受EW向断层控制。     

河南省淅川县毛堂金矿区花岗斑岩锆石U-Pb年龄、Hf同位素特征及其地质意义

毛堂金矿是位于河南省"毛堂—蒲塘铜金矿带"上的一个小型金矿,矿体主要产于老田岩体的Ⅲ号岩体中,成矿作用与隐爆角砾岩和花岗斑岩关系密切。通过对与成矿有关的隐爆角砾岩和花岗斑岩进行LA-ICP-MS锆石U-Pb同位素测年,获得其成岩年龄分别为143.0 Ma±1.2 Ma和141.4Ma±1.5Ma,代表矿床的形成时代;对花岗斑岩进行Hf同位素测试,其εHf(t)值分布范围为-3.4～4.2,平均为1.6,显示其源区为镁铁质新生地壳。毛堂金矿形成于早白垩世,受花岗斑岩、隐爆角砾岩及其构造-裂隙控制,矿床类型属于隐爆角砾岩型金矿。     

由下扬子区海陆对比分析南黄海盆地下志留统烃源岩特征及其主控因素

针对南黄海盆地海相油气勘探的重大需求,在收集、整理下扬子苏、浙、皖地区地质和地化资料的基础上,依托科学钻探CSDP-2井岩心,系统对比了南黄海盆地与下扬子陆区早志留世古地理背景和沉积充填特征,进而利用一系列地化测试数据总结了南黄海盆地下志留统烃源岩特征并探讨其主控因素。研究结果表明：南黄海盆地大陆架科学钻探CSDP-2井目前已钻遇了坟头组和高家边组上部两套丰度很低的厚层、暗色（粉砂质）泥岩,其有机质类型主要为Ⅱ₂型,热演化程度已整体进入过成熟阶段;受控于全球海侵事件和扬子板块构造活动的发展阶段,早志留世初期深水陆棚环境逐渐向后期的浅水陆棚环境演变,加之早期较高的初级生产力和良好的保存条件,使得下扬子区高家边组下部烃源岩的品质明显高于上部,并以底部黑色笔石页岩段有机质丰度最高。因此,南黄海盆地高家边组底部理应存在一套优质烃源岩层,可作为下一步页岩气勘探的重点层位。     

大唐国际东营一期49.5 MW风电场工程桩基施工及其原体试验

大唐国际东营风电一期工程拟建风电场场区位于东营市东部沿海区域,拟建场地上覆第四系地层,结构松散,厚度较大,工程性质较差,地基强度较低,不能满足重要建（构）筑物对其强度及变形的要求,且场地内的饱和粉土及砂土在地震影响烈度达Ⅶ度时将可能产生液化现象,因此需进行地基处理。根据现场岩土条件,拟采用预应力高强混凝土管桩（PHC）,需进行桩基原体试验。主要介绍了桩基原体试验施工过程、检测方法及试验成果等。     

Monitoring of Over Cutting Area and Lubrication Distribution in a Large Slurry Pipe Jacking Operation

Slurry pipe jacking was firmly established as a special method for the non-disruptive construction of the underground pipelines of sewage systems. Pipe jacking, in its traditional form, has occasionally been used for short railways, roads, rivers, and other projects. Basically the system involves the pushing or thrusting of concrete pipes into the ground by a number of jacks. In slurry pipe jacking, during the pushing process, mud slurry and lubricant are injected into the face and the over cutting area that is between the concrete pipes and the surrounding soil. Next, the slurry fills voids and the soil stabilizes due to the created slurry cake around the pipes. Fillings also reduce the jacking force or thrust during operation. When the drivage and pushing processes are finished, a mortar injection into the over cutting area is carried out in order to maintain permanent stability of the surrounding soil and the over cutting area. Successful lubrication around the pipes is extremely important in a large diameter slurry pipe jacking operation. Control of lubrication and gaps between pipes and soil can prevent hazards such as surface settlement and increases in thrust. Also, to find voids around the pipes after the jacking process, in order to inject mortar for permanent stabilizing, an investigation around the pipes is necessary. To meet these aims, this paper is concerned with the utilization of known methods such as the GPR (Ground Penetrating Radar) system and borehole camera to maintain control of the over cutting area and lubricant distribution around the pipes during a site investigation. From this point of view, experiments were carried out during a tunnel construction using one of the largest cases of slurry pipe jacking in Fujisawa city, Japan. The advantages and disadvantages of each system were clarified during the tests.