汉源大渡河大桥巨厚砂层大直径灌注桩施工技术

汉源大树大渡河大桥2号桥墩12根钻孔灌注桩,钻孔直径2500 mm,钻孔深度为63~75 m不等,桩径大,桩孔深,属于河水位以下的巨厚砂层桩基,具有一定的施工难度。2号墩基岩上覆覆盖层存在多层砂土及卵石夹土（质土）,且砂层巨厚,在11.5~49.4 m之间除厚5.5 m的卵石夹土外均为砂土,对桩基成孔施工极为不利。采用冲击钻进成孔,泥浆净化除渣系统,通过对钻头直径的控制、内护筒的使用、灌注时导管埋深的控制等措施,确保了工程的顺利完工。相关技术措施可为其他类似工程提供借鉴。     

高土壤电阻率条件下烟花仓库的地网设计与测试

介绍了高土壤电阻率条件下烟花仓库地网设计与测试的防雷工程案例,通过分析接地电阻尺与土壤电阻率P、地网占地面积S的关系,以及接地装置的冲击接地电阻Ri与工频接地电阻尺之间的换算关系,探索了高土壤电阻率条件下如何设计地网接地电阻的难题,并通过使用三极法检测,对地网接地电阻的设计结果进行了验证。     

浅谈液动冲击锤施工工艺在硬岩层中的应用

在河南禹州煤田景家洼矿区勘探中,遇到一层约90米左右的长石石英砂岩(俗称平顶山砂岩),钻进效率低,材料消耗大,通过ZK—09孔改用冲击回转钻进,取得了较好效果,介绍在硬岩层运用多工艺技术的施工方法。     

谈液动冲击回转钻进技术在破碎岩层中运用

简要说明液动冲击回转钻进是一项投资少,见效快的先进适用的钻探技术,可大幅度提高钻探效率和经济效益,增加回次长度和岩矿芯采取率,并能减少孔内事故。     

Impact structures and events - a Nordic perspective

Impact cratering is one of the fundamental processes in the formation of the Earth and our planetary system, as reflected, for example in the surfaces of Mars and the Moon. The Earth has been covered by a comparable number of impact scars, but due to active geological processes, weathering, sea floor spreading etc, the number of preserved and recognized impact craters on the Earth are limited. The study of impact structures is consequently of great importance in our understanding of the formation of the Earth and the planets, and one way we directly, on the Earth, can study planetary geology.
The Nordic-Baltic area have about thirty confirmed impact structures which makes it one of the most densely crater-populated terrains on Earth. The high density of identified craters is due to the level of research activity, coupled with a deterministic view of what we look for. In spite of these results, many Nordic structures are poorly understood due to the lack of 3D-geophysical interpretations, isotopeor other dating efforts and better knowledge of the amount of erosion and subsequent tectonic modifications.
The Nordic and Baltic impact community is closely collaborating in several impact-related projects and the many researchers （about forty） and PhD students （some seventeen） promise that this level will continue for many more years. The main topics of research include geological, geophysical and geochemical studies in combination with modeling and impact experiments. Moreover, the Nordic and Baltic crust contains some hundred suspect structures which call for detailed analysis to define their origin.
New advanced methods of analyzing geophysical information in combination with detailed geochemical analyses and numerical modeling will be the future basic occupation of the impact scientists of the region. The unique Cretaceous/Tertiary boundary （K-T） occurrences in Denmark form an important source of information in explaining one of the major mass extinctions on Earth.     

可控冲击矛偏转理论研究

偏心钻头在钻进的过程中轨迹呈曲线，而影响曲线曲率半径的原因是多方面的。在对冲击矛及土体做了若干假设的基础上建立起了冲击矛受力的力学模型，从力学的角度对可控冲击矛的钻进轨迹进行了深入的理论分析及研究，从本质上找出了可控冲击矛轨迹变化的根本原因。     

冲击回转碎岩机理试验研究

在模拟孔底冲击回转钻进条件的试验台上，对岩石的冲击回转碎岩机理进行了试验研究，提出了大直径潜孔钻头的合理布齿及钻进参数选择依据。     

GCF系列冲击反循环工程钻机的研制

介绍了GCF系列冲击反循环工程钻机的研制概况以及主要技术参数、性能特点、生产试验情况等。     

可控冲击矛模拟试验

改进了可控冲击矛试验设备、试验方案，在提高测量精度的基础上进行了试验，获得了大量数据。利用计算机并运用最小二乘法对各数据点进行拟合处理，得出了可控冲击矛钻进轨迹和轨迹偏移的规律。     

论沙粒两种起动关系与沙粒跃移的双重性

研究沙粒两种起动关系是深入认识沙粒两种起动效能的继续和发展。文章分析了沙粒两种起动的不同性质，首次把流体起动界定为风蚀性起动，把跃移质冲击起动界定为置换性起动。认为流体起动具有主动分异性，而冲击起动只有随机分异性。根据这些特性对沙粒两种起动效能和沙粒连续移动提出了新义。认为沙粒跃移具有双重性，跃移质有其冲击地表的一面，也有其大量耗能的一面。沙粒两种起动具有兴衰与共的不可分割关系。地表风蚀是沙粒两种起动优势互补相互促进的结果；而地表堆积有时是跃移质耗能过多引起两种起动互相制约的结果。通过多方论证，将沙粒两种起动效能之由传统的19：1，初步改为4：1乃至3：1。