Distribution of ground stress on Puhe Coal Mine

Puhe Coal Mine is a typical Tertiary coal in Shenbei mining area. With an increase in mining depth, tectonic stress field becomes more complex, leading to increased deformation and failure of the soft rock roadway. Stress becomes an important factor of mine safety and stability. This paper analyzes the distribution of the regional tectonic field, and determines the distribution of situ stress measurement through measuring the ground stress field in the main mining area level of Puhe Coal Mine using stress relief method. The acquired in situ stress data at different locations and depths provide a reference for the rational arrangement of the stop and mine roadway supporting design, which are of great significance for the efficient safety production of the mine.     

Numerical analysis of seepage flow characteristic of collapse column under the influence of mining

Based on the importance of fractured rock mass seepage research, in order to analyze seepage flow characteristics of collapse column under the influence of mining, a method by embedding fractured rock mass flow solid coupling relationship into FLAC^3D internal flow models is presented according to fluid–solid coupling theory and strength criterion. A calculation model of numerical analysis was established, and the influences of mining pressure and plastic damage to pore water pressure and seepage vector change rule were studied. The results show that collapse column is the main channel of confined water seepage upward. The impact is not big when the workface is away from the collapse column. But when the workface is nearing a collapse column, there will be a seepage channel on a side near the workface, in which seepage vector and head are comparatively large. With workface pushing through collapse column, the seepage channel transfers to the other side of the column. In addition, when the plastic damage area within the collapse column breaks through, a “pipeline flow” will be formed within the column, and seepage field will change remarkably and the possibility of water bursting will be greater.     

Chemical grout diffusion in porous rock based on response of geoelectric field

Porous rock chemical grouting simulation test was conducted using established large scale physical model. Chemical grout diffusing rule in porous media with different permeability was studied by monitoring the spontaneous potential and exciting current response during grouting. The results show that chemical grout spread evenly in all directions and diffusion areas are approximately concentric circles in the cross section of homogeneous transverse isotropic pore medium, the grout spread filling range can be quantitatively decrypted by the diffusion radius. The average diffusion speed and radius increase approximately as the square root with the permeability coefficient in different permeability media under the same conditions. Calculation results using Maag cylindrical diffusion equation show that the calculated value of diffusion radius is in good agreement with the test value under different grouting pressures and permeability conditions.     

用动态云纹法测定岩石断裂失稳点

介绍了一种用于测定岩石断裂失稳点的先进方法－动态云纹法。在岩石断裂韧度试件的表面裂缝处粘贴两片透明光栅，使之形成莫尔条纹。通过光电装置记录下断裂过程中裂缝开口位移随时间的变化情况，进而根据位移速度的快慢变化来确定岩石试件的断裂失稳点。实验中还将动态云纹法的实验结果同其他方法作了比较，结果表明，在加载率１０３～１０４ＭＰａ·ｍ（１／２）·Ｓ（－１）范围内，岩石试件的最大载荷点即为断裂失稳点。     

裂隙水渗流潜水面迭代方法的探讨

针对裂隙岩体的渗流问题，引入潜水面单元的概念，探讨了裂隙网络中潜水面的迭代方法，并据此方法分析了潜水面的裂隙水渗流问题，证明该方法是可靠的。     

基于空间位置分析的商业房地产适应性估价技术

如何对商业房地产实施批量评估是目前国际上房地产评估领域的热点问题.为了实现高精度、低成本的评估目标,引入计量经济学和工程科学领域的适应估计技术,结合空间分析相关方法,提出商业房地产适应性估价模型,以期充分体现影响商业房地产价格的各项实体因素和区位因素,进而对其进行系统、科学、客观地批量评估.最后,以深圳市商业房地产为例进行实证分析,检验结果表明该技术较传统方法而言,无论是评估结果本身的准确性,还是评估结果间的公平性和一致性,均有较大提高,符合房地产税基评估要求,具有较高的推广价值.     

混合梁斜拉桥主梁大体积混凝土关键技术

九江长江公路大桥为主跨818 m的混合梁斜拉桥,是国内最大的整体式混凝土箱梁断面混合梁斜拉桥,混凝土箱梁采用顶底板带有小次梁的整体式单箱三室结构.介绍主梁设计及主梁大体积混凝土设计优化措施,详细分析混凝土施工和水化热控制过程.     

鲁西地块晚中生代中-基性岩地球化学和Sr—Nd-Pb同位素组成特征

报道了鲁西地块西北部晚中生代中—基性岩锆石U-Pb年龄、全岩主微量元素含量和Sr-Nd-Pb同位素组成特征。样品分别采集自济南、邹平、泰安和章丘4个地区,这些中—基性岩富集大离子亲石元素,亏损高场强元素,轻、重稀土元素分异显著,Sr含量高,Y、Yb含量低,具有岛弧岩石的地球化学特征。锆石U-Pb定年结果显示,章丘和泰安中—基性岩形成年龄为124;128 Ma。4个地区中—基性岩表现出相似的、相对富集的Sr-Nd同位素组成,其二阶段Nd模式年龄集中在1.85 Ga。在Pb同位素组成上,邹平中—基性岩类似于洋脊玄武岩特征,而其他3个地区岩石有明显的类似于古老地壳物质特征,暗示岩浆源自受过华北陆块古老的地壳物质改造的富集地幔源区。这些岩石可能是在晚中生代太平洋板块向华北陆块俯冲作用过程中,古老的华北地壳物质重新循环进入地幔,产生富集型熔/流体交代上覆的华北岩石圈地幔,富集型地幔橄榄岩发生部分熔融形成鲁西地块晚中生代中—基性岩侵入体。     

隧道洞口段不同围岩刚度下管棚的支护效果分析

以某高速公路隧道为例,采用FLAC3D有限差分程序建立考虑管棚预加固效应的三维数值仿真模型,对隧道洞口段不同围岩刚度下管棚支护体系对地层稳定的控制效果进行模拟分析.结果表明:管棚可以起到较好的荷载传递作用,有效控制开挖释放荷载引起的地层位移;土体刚度越大,地层沉降越小,管棚与土体之间的刚度比就越小,管棚的骨架作用随之逐渐减弱,相应地管棚对地层沉降的控制程度也逐渐降低.     

含大尺寸块石岩土材料土水特征曲线的试验

利用压力板法对乐昌峡坝肩边坡岩土材料的土水特性进行了室内试验研究,测量并分析了含大尺寸块石的强风化岩层的土水特征曲线.首先,对于含大尺寸块石的强风化岩层,本试验依据颗粒级配配比原料,按照一定的干密度制备试样,测量了强风化重塑试样的土水特征曲线,比较了左、右岸强风化岩层的土水特性;其次,测量了全风化原状土和重塑土的土水特征曲线,对比分析了强风化岩层与全风化岩层的土水特性差异,总结了含大尺寸块石强风化材料土水特性的特点,并就试验合理性展开相关讨论;最后,拟合了各种材料的土水特征曲线,得到相关表征各材料土水特性的参数.试验研究表明:影响含大尺寸块石岩土材料土水特性的因素中,颗粒级配的影响明显强于矿物成分的影响;与全风化土质材料相比,含大尺寸块石强风化岩层试样含水量较低,残余含水率偏小,持水能力较弱,且相对于全风化岩层原状试样和重塑试样,强风化岩层重塑试样的土水特性更接近于全风化岩层重塑试样.该试验对含大尺寸块石岩土材料土水特性的试验研究进行了初步探索,试验结果对乐昌峡工程具有一定的指导意义.