注浆护壁堵漏工艺在深孔岩心钻探中的应用

简述了深孔岩心钻探破碎岩层护壁堵漏的重要性,注浆参数选择,水泥浆配比、速凝剂掺量的掌握,注浆施工中需把握的几个技术环节及注意事项,注浆施工经验总结及注浆效果评价等。     

盾构区间过站技术研究

城市地铁广泛采用盾构施工,目前城市盾构区间施工一般具有工程量小、里程短、盾构过站多、盾构调头多等特点,盾构过站是其重要组成部分。盾构过站一般场地狭小、工序繁多,合理的盾构过站,既可节省人力物力,又能保证优质高效地完成工程。结合工程实际,对盾构过站技术进行了较深入的研究。     

Eckfeld Maar: Window into an Eocene Terrestrial Habitat in Central Europe

<正>To mark the occasion of the 175th anniversary of the Rheinische Naturforschende Gesellschaft in 2009 and of the centennial of the Mainz Natural History Museum in 2010,we present a short account of our present knowledge of the Eckfeld Maar after 20 years of continuous research.This paper does not attempt to include all of the detailed results on the geology of the Eckfeld site or its biota.To date,nearly 250 papers and books have been published since the start of our project.An up-to-date list of these publications can be found at www.eckfeldermaar. de.     

射流式水泥浆液制造器的研究

在分析人工造浆阶段和风动造浆阶段原理及优缺点的基础上,开发研制出射流式水泥液制造器。通过对该设备主要构成部分结构的介绍,说明了其工作原理和使用方法。焦煤集团九里山矿14101工作面和古汉山矿11092(西)工作面的堵水实践证明,该设备的堵水率为100%,不仅可以提高注浆的速度及质量,降低劳动强度,改善注浆工地环境条件,而且具有价格便宜、设备安装简便、操作简单、容易维护,不受场地、注浆量大小、注浆点远近的限制等优点。     

松散土体隧道施工及格栅管棚的应用

针对阳宗海一号隧道出口段的地层特点，介绍了在松散土体地层中遂道施工方法的选择及在施工中出现坍塌的处理方法。     

地体构造对研究地台和地盾区域成矿规律的重要性

３０年前板块构造理论的建立引起所有相关的地球科学的革命，其中包括区域成矿学。然而随着地球科学理论的发展，板块构造理论对于解释地壳，特别是早前寒武的地盾、地台和克拉通区的复杂构造现象显得不完备，因此，近２０年来地体构造理论的发展补充了板块构造理论的不足。近年来，各国地质学家相继发现世界上各地盾、地台和克拉通区，如华北地台、乌克兰地盾、阿尔丹地盾、加拿大地盾、非洲地台、澳大利亚耶尔冈克拉通等是由多个地体所组成。每一个地体是一个独立的和基本的地质构造单元，彼此间由地缝合线或深断裂隔开。由于每个地体的地质特征、构造环境和成矿作用各不相同，因而地体构造成为区域成矿学的一个重要组成部分。     

北京佳程广场深基坑支护工程设计与施工技术

护坡桩、挡土墙、预应力锚杆、压力注浆等施工工艺在一个深基坑支护工程中的综合应用,尤其在采用了挡土墙与桩锚组合支护方案后，改变以往为控制变形采用刚性支点法的设计思路，用弹性支点法在允许变形范围内设计护坡桩与锚杆，大大降低了工程造价，保证了基坑支护系统的安全性、可靠性和经济性,并取得成功。概述以上施工方法的设计、主要技术措施及几点重要的结论。     

The Phanerozoic Reconstitution of Indian Shield as the Aftermath of Break-up of the Gondwanaland

The Indian crust, generally regarded as a stable continental lithosphere, experienced significant tectono-thermal reconstitution during the Phanerozoic. The earliest Phanerozoic tectonic process, which grossly changed the geological and geophysical character of the Precambrian crust, was during the Jurassic when this crustal block broke up from the Gondwana Supercontinent. There were two earlier abortive attempts to fragment the supercontinent in the Palaeozoic. Different types of geological processes were associated with these aborted events. The first was the intrusion of anorogenic alkali granites during the Early Palaeozoic (at 500±50 Ma), while the second was linked with formation of the Gondwana rift basins during Late Palaeozoic. The tectonic history of the Indian Shield subsequent to its separation from the Gondwanaland at around 165 Ma is a complex account of its northward journey, which was culminated with its collision with the northern continental blocks producing the mighty Himalayas in the process. Considerable reconstitution of the Indian Shield took place due to magma underplating when this lithospheric block passed over the four mantle plumes. While the underplating events grossly changed the geophysical character of the Indian Shield in isolated patches, the propagation of the underplated materials was assisted by the deep crustal fractures (geomorphologically expressed as lineaments), which formed during the break-up of the Gondwanaland. Several of these deep fractures evolved through the reactivation of the pre-existing (Precambrian) tectonic grains, while some others developed as new fractures in response to either the extensional stresses generated during the supercontinental break-up or the plume-lithosphere reactions. Significant geomorphological changes occurred in peninsular India subsequent to the continental collision. Most of these changes were brought about by the movements along the lineaments, which fragmented the Indian Shield into a number of rigid crustal blocks. The present day seismic behaviour of the Indian Shield is a reflection of movements of the rigid crustal blocks relative to each other. An interesting feature of the Phanerozoic geological history of the Indian Shield is the evolution of a number of sedimentary basins under different tectono-thermal regimes.     

盾构偏航引起的地表位移预测

对于盾构隧道的设计和施工，解析方法预测地表沉降，具有使用简便、物理意义明确的特点。在Sagaseta提出的基于由地层损失引起的地表沉降理论基础上，结合工程实际情况，提出了模拟盾构推进过程的三维地层损失模式，并推导了相应的地表位移计算解析公式，对实际工程具有参考价值。     

Can the diffuse double layer theory describe changes in hydraulic conductivity of compacted clays?

Observations related to modifications of the hydraulic conductivity of compacted soils as a consequence of intentional compositional variation of the percolating fluid are often attributed vaguely to calculated changes in double layer thickness. The same calculated decrease or increase in double layer thickness is interpreted differently, depending on which (unconsciously held) boundary conditions authors take into account. The interpretations of different authors seem to be paradoxical only if the boundary conditions have not been mentioned. On the basis of a literature survey and own previously published test results the different boundary conditions have been grouped and divided into classes. With this division the interpretation of changes in double layer thickness will lead to unique interpretations and predictions of changes in hydraulic conductivity.