A numerical study on 2-D compressive wave propagation in rock masses with a set of joints along the radial direction normal to the joints

An explosion in a borehole or an accidental explosion in a tunnel will generate a two-dimensional (2-D) compressive wave that travels through the surrounding rock mass. For the problem of 2-D compressive wave propagation in a rock mass with parallel joints in the radial direction normal to the joints, parametric studies on the transmission ratio and the maximum rebound ratio are performed in universal distinct element code. The variation of the transmission ratio with the ratio of joint spacing to wavelength is generalized into a characteristic curve, which can be used as a prediction model for estimating the transmission ratio. The relationship between the maximum rebound ratio and the influence factors is obtained in charts. The charts can be used as a prediction model for estimating the maximum rebound ratio. The proposed prediction models for estimating the transmission ratio and the maximum rebound ratio are applied to a field explosion test, Mandai test in Singapore. The minimum possible values of peak particle velocity (PPV) at the monitoring points are estimated by using the proposed prediction model for estimating the transmission ratio along the radial direction normal to the joints. On the other hand, the maximum possible values of PPV are estimated by using the proposed prediction model for estimating the maximum rebound ratio along the same radial direction. The comparison shows a good agreement between the field-recorded PPVs and the estimated range of PPVs given by the minimum possible PPVs and the maximum possible PPVs at the monitoring points in Mandai test. The good agreement between the estimated and field-recorded values validates the proposed prediction models for estimating peak particle velocity in a rock mass with a set of joints due to application of a compressive wave at the boundary of a tunnel or a borehole.     

河北尚义侏罗系后城组节理研究

研究区侏罗系后城组地层发育着多组节理,根据其方位及相互关系,自早到晚分为５个节理组,其定向分别为１７４°、７７°、５８°、１４５°和１１９°,反映出节理形成的最大主压应力方向交替变化和偏转。岩石应变强度具有由弱至强,再由强至弱的演化趋势,而节理型式趋向不规则。区内节理多属构造成因,推测形成于侏罗纪末至白垩纪初近南北向的区域挤压过程。热液活动在区内节理形成之后,而后１１９°方位节理组发生右行走滑。     

层次分析法在彩票抽奖方案选择中的应用

采用层次分析法对29种彩票抽奖方案进行排序,较为科学地解决了比较多种方案优劣程度的问题,得到了彩票抽奖方案选择问题的优化解.     

Patterns of genetic and morphometric diversity in the marbled crab (Pachygrapsus marmoratus, Brachyura, Grapsidae) populations across the Tunisian coast

The present study reports on population structure analysis of the marbled crabPachygrapsus marmoratus (Fabricius, 1787) from the Tunisian coast, an appropriate location to study biogeographical process...     

石油钻杆接头水基淬火的研究

对石油钻杆接头水淬热处理技术进行了研究分析。介绍了水基淬火和油基淬火后石油钻杆接头的硬度、硬度均匀性的对比试验;不同条件下的淬火液对钻杆接头冷却速度的影响。研究表明,水基淬火方式能更好地提高钻杆接头马氏体化程度,从而提高淬火质量。     

地下连续墙技术在深基坑围护中的应用

结合某高层建筑深基坑围护的工程实例,介绍了地下连续墙施工技术在深基坑围护工程中的具体应用,阐述了地下连续墙施工的工艺流程和技术要点,提出了施工的注意事项和特殊问题的预防处理方法。     

褐菖鲉(Sebastiscus marmoratus)幼鱼生物学表型对体质量的影响效应

探究影响水产养殖动物体质量的关键生物学表型性状组合,进而揭示其体质量增长对策,对指导水产养殖动物的种质甄别与科学养殖具重要现实意义。随机选取象山西沪港海域板式网箱内养殖3个月的褐菖鲉幼鱼同生群个体60尾为研究对象,以全长(X₁)、体长(X₂)、体宽(X₃)、体高(X₄)、头宽(X₅)、侧线长(X₆)、尾柄高(X₇)、体质量(BW)、净体质量(NW)、内脏质量(W₁)、肠质量(W₂)、肝质量(W₃)、胃质量(W₄)、鳃质量(W₅)、心质量(W₆)为生物学测定指标,采用多元分析方法定量研究了体尺性状和称量性状对体质量的影响效应。结果表明:(1)经统计,所涉称量性状测定值较体尺性状更显离散,两者变异系数的波动范围分别为38.27%~89.86%和13.86%~17.78%,排序分别为W₄>W₁>W₆>W₂>W₅>W₃>NW>BW和X₃>X₄>X₆>X₅>X₂>X₇>X₁;经计算,消化脏器与内脏间的质量比呈W₃>W₄>W₂ (P<0.05);(2)相关分析显示,所涉体尺性状和称量性状均与BW呈极显著相关(P<0.01),两者相关系数波动范围分别为0.414~0.990和0.899~0.961,排序分别为NW>W₃>W₁>W₆>W₅>W₂>W₄和X₁>X₄>X₂>X₅>X₆>X₃>X₇;(3)经通径分析,被保留的称量性状组合和体尺性状组合的直接作用排序分别为NW>W₃>W₂>W₄>W₆和X₄>X₅>X₆>X₇;经决定程度分析和复相关分析,称量性状组合对BW的总决定系数和复相关指数均为0.989,体尺性状组合则均为0.961;(4)经偏回归分析,分别获得了基于称量性状组合和体尺性状组合的BW估算方程。研究结果可为褐菖鲉速生型种质遴选与科学养殖提供参考。     

南川三泉地区中新生代构造应力特征

通过野外节理的测量统计,得出研究区有3组节理发育:NNW向(320°~350°)、NNE向(15°~30°)、NE向(50°~70°)。结合区域构造背景,运用赤平投影法分析了三泉地区中新生代以来的古构造应力场。根据各节理测量点的最大主应力方向,把研究区构造演化分为两个阶段:第一阶段为晚燕山期—早喜山期,主要受到NW-SE方向的应力作用;第二阶段是晚喜山期,主要受到NE—SW方向的应力作用。这两期的构造运动控制了三泉地区龙马溪组页岩中裂缝的发育方向,为页岩气储层物性的研究提供了一定的地质依据。     

基于GIS的证据权重法在冀东地区多元信息成矿预测中的应用

本文通过详细分析和系统总结前人的研究成果,充分利用目前新的成矿预测理论和矿产资源勘查与评价理论和方法技术,结合GIS技术分别对冀东地区主要的沉积变质型铁矿床成矿规律进行分析总结,并对与该区成矿相关的地质信息、物探信息、化探信息等多元化信息归纳,总结出该区找矿概念模型。继而在证据权重法的基础上采用网格单元法,圈定了找矿远景区,实现了对冀东地区沉积变质型铁矿资源的综合预测研究。     

Testing and evaluation of strength and deformation behaviour of jointed rocks

The objective of the paper is to derive the strength and modulus properties of rockmass as a function of intact rock strength and joint factor. The joint factor reflects the combined effect of joint frequency, joint inclination and joint strength. A study for the strength and deformation characteristics of jointed rock is done by conducting standard laboratory tests on cylindrical specimens of plaster of Paris after introducing artificial joints. The specimens having one to four joints at different inclinations which vary from 0° to 90° were tested at different confining conditions. The test results were examined to understand the effect of joint frequency and joint inclination on the strength and deformation behaviour of rock mass. Empirical correlations were developed for prediction of the uniaxial compressive strength and elastic modulus of jointed rocks. Results are compared with the earlier work on jointed specimens covering a wide variety of rocks. So, knowing the intact rock properties and the joint factor, the jointed rock properties can be estimated. These relations can be used for developing an equivalent continuum model for rock mass for handling boundary value problems. A failure criterion as proposed by Ramamurthy (1993 Ramamurthy, T. 1993. “Strength and modulus response of anisotropic rocks”. In Comprehensive rock engineering, Edited by: Hudson, J.A. Vol. 1, 313–329. Oxford: Pergamon Press.  [Google Scholar]) has been validated from these experimental results.