三维电磁阵列剖面法的基本原理及应用

本文论述了三维电磁阵列剖面法的基本原理，并从理论上论述了大地电磁测深中的静态效应是由电磁响应中与频率无关的静态项引起的，基于这一原理，本文提出了三维ＥＭＡＰ野外采集方式和数据处理方程。三维ＥＭＡＰ法不仅能消除ＭＴ中的静态效应，而且由于采集信息量大大增加，较常规ＭＴ有更好的地质效果，文中给出的实例证明了这一点。     

龙滩水库地震精定位及活动特征研究

本文利用结合了波形互相关技术的双差定位法对龙滩库区2006年至2007年发生的地震进行了精确定位,并对其活动特征进行了分析.通过定位结果的比较,证明利用波形互相关技术提取的地震对的P、S波走时差数据及双差精定位法显著地提高了定位的精度和质量.对龙滩库区地震活动特征的研究结果表明,龙滩库区的地震活动与水库蓄水过程密切相关,成丛分布的地震活动分别表现出对水库蓄水过程不同的响应过程和活动特征,反应了龙滩库区在岩性特征、渗透条件、地质构造及应力场等方面存在局部性差异.     

新型复合胶无粘土冲洗液研究及应用

针对松散覆盖层、强风化破碎层取心率低,岩心松散破碎,孔壁稳定性差等问题,进行了以天然植物胶为主原料的处理剂复配改性研究和冲洗液优化配方研究。主要研究方法是通过有机聚合物和无机交联剂的作用,对羟丙基瓜尔胶(GRJ)进行交联改性,以此获得新型复合胶无粘土冲洗液优化配方,并进行了现场应用。应用效果表明,该冲洗液密度低,粘度可调范围大,流变性和润滑性好,成膜护心、护壁作用强,完全满足第四系覆盖层、胶结差的砂卵石层和强风化破碎地层取心钻进要求。      

结合波形互相关技术的双差算法在地震定位中的应用探讨

本文致力于探讨在数字化地震监测大规模发展后,如何更好地将大量丰富的数字化波形信息应用到地震定位领域,从而更大程度地提高地震定位精度问题。笔者认为"结合波形互相关技术的双差定位算法"是一种比较有发展前景的方法,因此分别从基本理论、发展历程、台网实用化过程以及推广使用中可能存在的问题等角度进行分析,探讨该技术在地震定位领域中的发展方向及推广使用的可能性。     

ENSO signals and their spatial-temporal variation characteristics recorded by the sea-level changes in the northwest Pacific margin during 1965–2005

Sea-level is closely linked to the Earth’s climate and its change is important as a metric for global and regional climate change. Identifying, extracting, and revealing such information through detailed analysis is the prerequisite for understanding the mechanisms of sea-level change. The monthly- average tide-change records reported and examined in this paper are from 10 tide gauge stations distributed in the northwest margin of the Pacific Ocean, registered during the period 1965-2005. In particular, we have utilized the Second Order Blind Identification (SOBI) method to identify and the Empirical Mode Decomposition (EMD) method to extract the El Niño-Southern Oscillation (ENSO) signals imprinted in those tide gauge records; and subsequently, we have investigated the spatial-temporal characteristics of the extracted ENSO signals using wavelet analysis methods. The following results are obtained: (1) the ENSO events recorded by each tide gauge series are of different types and intensity, which show considerable temporal-spatial variation characteristics, with sea-level responses to ENSO signals remarkably stronger in low latitude areas than in medium-high latitude areas; (2) due to the influences of ocean currents, topographical conditions, and other factors, there exist variations in the type of relationship between the sea-level changes and the recorded ENSO events at different latitudes; (3) sea-level changes can also denote scale-variation characteristics of ENSO events, and particularly, since 1980s, all the tide gauges located south of Kanmen show intense responses to ENSO and the timescale of ENSO events extended gradually from around 4 years to 2–8 years, reflecting variations in the intensity and frequency of ENSO events; and (4) reverse changes of certain scale were noted before and after strong ENSO events recorded by sea-level changes, supporting the research findings about the interaction (mutual coupling and superimposition) between the probability of occurrence of strong ENSO events and their time scale.     

ENSO signals and their spatial-temporal variation characteristics recorded by the sea-level changes in the northwest Pacific margin during 1965-2005

Sea-level is closely linked to the Earth's climate and its change is important as a metric for global and regional climate change. Identifying, extracting, and revealing such information through detailed analysis is the prerequisite for understanding the mechanisms of sea-level change. The monthlyaverage tide-change records reported and examined in this paper are from 10 tide gauge stations distributed in the northwest margin of the Pacific Ocean, registered during the period 1965-2005. In particular, we ha...     

地铁盾构隧道下穿京津城际高速铁路影响分析

以北京地铁14号线马家堡东路站–永定门外大街站盾构区间隧道为背景,对隧道施工中的特级风险源--区间下穿京津城际铁路段的施工过程进行了三维仿真数值模拟。京津城际列车最大时速可达350 km/h,两轨面间的差异沉降不得大于5 mm,对地铁下穿段的施工提出了较高要求。数值模拟的计算结果表明,通过对下穿段一定范围内的土体进行注浆加固可以有效控制盾构隧道施工引起的既有铁路纵向和横向沉降及不均匀沉降,从而保证既有铁路安全运营不受影响;同时,计算获得的管片后注浆参数及盾构机内土舱压力为隧道设计、施工提供了重要的参考依据。     

中俄蒙跨边界次区域矿产资源合作开发机制与模式研究

本文以区域经济地理学为理论基础．采用实证分析的方法．结合东北经济区现实发展条件,通过分析中俄蒙三国毗邻地区矿产资源合作的区位条件、贸易条件、资源互补条件及开发现状,探讨区域合作深入发展的制约机制与优化机制,并结合实证研究总结出政府主导型、大型国有企业合作型和民营企业境外拓展型三种中俄蒙跨边界矿产资源合作开发模式。     

柴达木盆地北缘中、新生代盆地性质及构造演化

运用沉降史和平衡剖面技术分别对柴北缘中、新生代盆地垂向上的升降史和水平方向上的伸缩史进行定量研究,并结合区域地质背景对研究结果进行分析。结果表明:自中生代以来,柴北缘的构造演化可分为中生代（J-K）演化阶段和新生代（E₁₊₂以来）演化阶段。中生代演化阶段（J₁-J₂）,沉降史曲线具有伸展盆地特征,平衡剖面恢复结果也以伸展为主,最大伸展率和伸展速率分别达1.9%和19.48 m/(Ma·km)。这是受柴北缘周缘地块和柴达木地块运移差异引起的拉张应力场控制,因而具有伸展盆地性质。此外,由于柴达木地块的自身旋转,3个坳陷的沉降速率、伸缩率和伸缩速率也存在差异。新生代演化阶段（E₁₊₂以来）,沉降史曲线具有前陆盆地特征,平衡剖面恢复结果也以压缩型为主,最大压缩率和压缩速率分别为4.96%和14.09 m/(Ma·km),这是受印度板块和亚欧板块相互碰撞所引起的挤压应力场控制,因而具有前陆盆地性质。此外,受喜山运动各期的影响,各坳陷沉降速率和伸缩率均具有“幕式”渐进特点。     

刚性承台下变截面柔性桩与地基相互作用的线性分析

对桩侧土及桩端土均采用线性荷载传递函数,同时,考虑桩周土所分担的荷载对单桩荷载传递规律的影响,利用力学理论及微分方程的近似解法-子域法,推出了刚性承台下变截面柔性单桩与地基相互作用的系列近似解析算式,并通过算例,将承台下变截面柔性桩的情况与同体积的等截面柔性桩的情况进行了对比。对比表明：改变桩型能提高柔性单桩及单桩承台的承载力。将模型试验结果与计算结果进行了比较,验证了解析算式的可行性。