嫩江上游砂金过采区基本特征及其地质意义

通过对砂金过采区基本特征的研究，提出要加强过采区砂金矿遗迹的开发利用扩大砂金资源基地，指出以过采区为依据寻找砂金矿可靠性大，风险度小，是行之有效的途径之一。     

地震波CT技术在采空区勘查中的应用——以淄川区洪山镇北工村旧村改造项目为例

地震波CT层析成像技术是利用地震波在不同介质中传播速度的差异来重建测试区域地震波速度场的分布特征,以此来推断剖面介质的精细构造及地质异常体的位置、形态和分布状况。通过钻孔间的组合,可实现二维空间探测,具有直观准确、真实可靠等优点,具有单孔钻探方法无可比拟的优势,应用前景广阔。     

高频地质雷达在堤坝路面质量评价中的应用

高频地质雷达是一种新型的物探方法,在堤坝的质量评价中,取得了很多有价值的检测结果,如:界面的起伏判定,界面间的接触空隙过大,“唧浆(水)”等。这为物探拓展应用领域提供了很好的实例。     

硬岩水文地质参数井同径止水与分层抽水试验研究

针对传统施工程序无法解决坚硬岩石止水环隙很小（仅3 mm）钻孔的同径止水及分层抽水试验问题,以山西某水文地质参数井为研究对象,采用现场和室内综合试验的方法,对同径止水方案、材料、技术、分层抽水等工艺进行研究。结果表明：（1） 同径止水装置经过特殊的“外掏内缩”设计与制作,使止水外环间隙由3 mm增大到8.5 mm,解决了“极小止水环隙”下的同径止水问题;经抽水检验,止水效果良好。（2） 在孔外一系列试验的基础上,定制的止水材料和选择的止水组合与本孔的适应性强,下管风险小,实施过程相当顺利。（3）专门设计的分层导水管路,其上串接的隔离封水胶球与止水套管柱内设置的锥形隔水接头相互契合,封水可靠,形成了两套独立的导水管路,满足了上、下含水层分层抽水试验的工况。研究结果可为类似水文地质参数井开展同径止水或分层抽水试验研究提供参考。     

In situ cyclic tests on existing stone masonry walls and strengthening solutions

The present work reports on an in situ experimental test campaign carried out on abandoned traditional masonry houses after the 9th July 1998 earthquake that seriously hit the Faial island of Azores. For the testing purposes, an experimental test setup was developed based on a self‐equilibrated scheme, which is herein described reporting on the advantages and drawbacks of this in situ test setup. Five specimens were tested aiming at characterizing the out‐of‐plane behavior of stone masonry walls and strengthening solutions recommended for post‐earthquake interventions. A detailed comparison between solutions' efficiency is presented including a cost vs benefit analysis. In order to assess the efficiency of the developed test setup for other applications on stone masonry walls, an in‐plane test on an existing URM panel is also presented. Several related issues are discussed, namely the advantages of dealing with the real boundary conditions and the capacity of providing valuable information of the response, as well as a detailed analysis of the obtained results. The authors believe that this work provides an increase in knowledge on the seismic behavior of the existing masonry constructions, resulting from the development of an in situ test setup and the efficiency quantification of strengthening solutions. Therefore, the work is thought to positively contribute for the preservation of architectural heritage and for its seismic vulnerability reduction. Copyright © 2010 John Wiley & Sons, Ltd.     

Free rocking response of a regular stone masonry wall with equivalent block approach: experimental and analytical evaluation

The evaluation of the dynamic behaviour of rocking elements is directly correlated to the energy dissipated because of the impacts at the base interface, which can be represented by means of a coefficient of restitution. This schematization is commonly accepted as representative of the out‐of‐plane response of stone masonry walls. An experimental campaign (in a lab environment) aiming at assessing the value of this coefficient for a sacco granite masonry wall is presented in this work. The rocking motion at a predefined bed joint level was induced in the tested specimens in order to validate a novel test setup designed to assess the coefficient of restitution value by means of a realistic reproduction of the rocking behaviour of a single element, under the hypothesis of an infinitely stiff system above the bed joint level. As the main objective of the work was to assess the rocking behaviour of a masonry wall that looses energy at the impacts at a certain joint level, the flexural behaviour was not desirable and had to be avoided. For this purpose, a test setup based on the equivalent block approach was developed. In the final section of this work, comparisons between experimental and numerical results are presented together with some preliminary conclusions on the appropriate modelling strategy and the values of the coefficient of restitution to be used for the seismic assessment of the out‐of‐plane rocking behaviour of this type of sacco stone masonry walls. Copyright © 2013 John Wiley & Sons, Ltd.     

Distinguishing Carbonate Reservoir Pore Facies with Nuclear Magnetic Resonance Measurements

  Characterization of carbonate rocks may involve identifying the important pore types which are present. In the past, this task has required detailed petrographic analysis of many core samples. Here, we describe a method which uses nuclear magnetic resonance (NMR) measurements to reduce the amount of petrographic analysis needed for porosity typing of carbonate reservoir rocks. For a rock sample which has been measured with NMR, our method decomposes the log(T₂) spectrum into at most three Gaussian-shaped components and gives a set of nine parameters. Two characteristic quantities having geological significance are extracted from the nine parameters. Values of the two quantities are compared with a reference set, established from samples having both NMR and petrographic evaluations of porosity types. We use a Bayesian approach to the classification of the dominant porosity type. Tests of our method on 103 samples show a correct prediction in 60 to 90 percent of the samples. The lower success rate was obtained for samples with five porosity types from three fields; the higher success rate obtained with samples with three porosity types from one well. The use of geologically significant quantities extracted from the decomposition gives comparable success rate to those obtained using a standard, non-geological approach such as canonical variates.     

金的野外快速分析

金的野外快速分析对于黄金开发具有较大的实用价值,本文对我国具有特色的野外快速分析及其分析箱作了介绍。     

浅层地震反射波法在石膏矿采空区调查中的应用

随着人们对地下矿产资源的过度开采,地下空间形成了较大区域的采空区。采空区出现后,其上覆岩层平衡条件被破坏,使得上覆岩层产生移动变形,直到破坏、塌落,导致地表建筑物变形、破坏,地表大面积下沉、凹陷,形成大面积的采空塌陷区。采空区的存在使矿山生产面临很大的安全问题。近年来,矿山采空区的危害越来越受到人们的重视,在采空区调查中,各种地球物理方法起到了重要的作用,国内外以往探测实践表明,较为常用的物探测量方法有:高密度电阻率法、瞬变电磁法、CSAMT法、浅层地震反射波法、放射性土壤氡气测量法等,但每种物探方法的应用均具有一定的条件,需要根据岩石物性特征、场地条件、探测深度、环境影响等因素选择合适的地球物理方法。地震反射波法具有抗干扰能力强、分辨率较高等优势,被较多应用于矿山采空区的调查中。该文以临沂市兰陵县某石膏矿采空区为例,采用浅层地震反射波法对该石膏矿采空区进行调查,通过对获得的地震剖面资料进行处理和解释,取得了较好的探测效果,其技术方法可为同类采空区的探测提供借鉴和指导。     

深基坑底板地层压力注浆设计与施工实践

结合常德市第一人民医院门急医技大楼的工程实际，介绍了深基坑底板地层压力注浆的机理，探讨了设计过程中几个主要参数的取值，指出了压力注浆的施工方法。