麦饭石对腐殖酸及重金属离子的吸附作用   总被引：4，自引：0，他引：4  

王强 《地质科技情报》1998,(3)

研究了麦饭石对腐殖酸和重金属离子（Ｈｇ２＋,Ｐｂ２＋,Ｃｕ２＋,Ｚｎ２＋,Ｃｄ２＋）的吸附作用,实验结果表明麦饭石对腐殖酸和重金属离子都具有较好的吸附性能,且腐殖酸的存在有利于麦饭石对重金属离子的吸附。ｐＨ值是影响吸附的重要因素,当ｐＨ值为５．０～６．０时,麦饭石同时吸附腐殖酸和重金属离子的效果最好,麦饭石在吸附腐殖酸和重金属离子的同时能溶出微量元素硒,这对于大骨节病的防治有重要意义。  相似文献   

中国菊花石的矿物组成特征   总被引：7，自引：1，他引：6  

张刚生  李家珍 《矿产与地质》1998,12(5):294-301

中国菊花石产于二叠纪栖霞组碳酸盐岩层位中,菊花石经光学显微鉴定,Ｘ－射线衍射分析和ｘ－射线能谱仪测试,其原生矿物主要天青石和菱锶矿,两种含锶矿物后期广泛被方解石,白云石和石英交代,依据其菊花石原生矿物组成,将我国菊花石划分为天青石型（浏阳菊花石为典型）菱锶矿型（宣恩,来宾菊花石）和青青石－菱锶矿混合型（永丰型菊花石）菊花石三种类型。  相似文献   

Equal strain consolidation for stone columns reinforced foundation     

Kang-He Xie  Meng-Meng Lu  Gan-Bin Liu 《国际地质力学数值与分析法杂志》2009,33(15):1721-1735

Column consolidation and deformation are considered by assuming that the quantity of water flowing through the disturbed soil zone into the column is not equal to that flowing out from the column and the difference between them is equal to the volume change of the column. In addition, three patterns of distribution of the horizontal permeability of soil in the disturbed zone are also considered to account for the disturbance effect of columns construction on the surrounding soil. These three patterns include the constant distribution pattern (Pattern I), the linear distribution pattern (Pattern II) and the parabolic distribution pattern (Pattern III). By incorporating the aforementioned characteristics into the analyses, the governing equations containing two variables (i.e. the average excess pore-water pressures within the column and within the entire foundation at any depth) for the consolidation of a composite foundation are derived. The solutions of the governing equations are then obtained using a new initial condition derived from the assumption of equal strain and the equilibrium condition. On the basis of the solutions for excess pore-water pressures, the average degree of consolidation of a composite foundation is obtained and discussed. Finally, a comparison is made of some available solutions. Copyright © 2009 John Wiley & Sons, Ltd.  相似文献   

Vertical amplitude reduction of Rayleigh waves by a row of piles in a poroelastic half‐space     

Yuan‐Qiang Cai  Guang‐Ya Ding  Chang‐Jie Xu  Jun Wang 《国际地质力学数值与分析法杂志》2009,33(16):1799-1821

A row of rigid piles is addressed as the countermeasures for isolating Rayleigh waves in a poroelastic half‐space. The complex characteristic equations for Rayleigh waves are derived via Biot's theory and their existence conditions are given. The piles are modeled as Euler–Bernoulli beams with longitudinal displacements and the diffracted field by each pile is constructed only with Rayleigh waves. Six infinite linear systems of algebraic equations are obtained in terms of the equilibrium of forces and continuity of displacements at the pile–soil interfaces. The systems are subsequently solved in the complex least‐squares sense. The influence of certain pile and soil characteristics such as the permeability of poroelastic soil, spacing between the piles and length of the piles on the isolating performance of a pile barrier is investigated. Computed results show that the permeability of poroelastic soil displays a significant effect on the vertical amplitude reduction of Rayleigh waves. Copyright © 2009 John Wiley & Sons, Ltd.  相似文献   

红层泥岩半刚性基床结构动态变形试验研究     

荆志东  刘俊新 《岩土力学》2010,31(7):2116-2121

高速铁路要为列车的高速行驶提供一个高平顺性和稳定性的轨下基础,而路基作为轨道结构的基础,必须具有强度高、刚度大、稳定性和耐久性好的特性。由于红层泥岩属于软岩,工程稳定性差,以红层泥岩作为基床的填料,其刚度明显不足,所以为了弥补基床表层的不足,在其顶部添加一层水泥稳定级配碎石。为了验证这些措施的效果,以便指导工程设计和施工,通过足尺动态模型试验,模拟在实际荷载条件下基床的动态变形特性,结果表明,采用水泥稳定级配碎石作为基床表层填料,静态变形明显降低,能够大幅降低动荷载作用时的动变形,减少了基床结构的永久变形,增强了轨道结构的稳定性。  相似文献   

田黄鉴定要把握的几个重要问题     

王时麒  范桂珍 《岩石矿物学杂志》2010,29(Z1):81-84

目前社会上对田黄的界定和鉴别还存在着许多问题,如田黄名称的泛化和滥用、田黄鉴定衡量标准不一等等。本文就此提出了鉴定田黄要把握的几个问题,强调了田黄的次生特征对鉴定的重要性,阐述了真皮和假皮的鉴别要点。  相似文献   

一种新方法处理软玉的鉴定特征     

范春丽  程佑法  李建军  王岳  山广祺  丁秀云 《地质科学译丛》2010,(2):26-28,I0002

首次报道了一种拼合处理的软玉及其鉴定特征。通过常规宝石学测试、红外光谱和X荧光能谱分析,对该类样品进行了鉴定。结果显示,从外观上,样品的＂皮＂与主体结合处的颜色分界截然,有明显的粘结痕迹和大量的蜡与气泡;拼合面两侧区域的红外光谱完全不一样;X荧光能谱显示,其＂皮＂较主体部分缺少Ca峰。根据测试结果认为,样品应为染色岫玉软玉拼合石。  相似文献   

高应变法在判定大直径灌注桩缺陷中的应用     

卢贤锥 《福建地质》2010,29(1):22-28

测试数据准确可靠的高应变法检测,能够定量分析基桩缺陷,准确判定缺陷位置。通过工程桩的低应变法和高应变法对桩身完整性判定分析的工程实例,结合钻芯法验证,总结高应变法在不同情况下对桩身完整性的评定。  相似文献   

低应变法检测PHC桩身缺陷的新认识     

林健 《福建地质》2010,29(4):359-363

通过宁德国际会展中心桩基工程的低应变法检测事例,提出了反射波形上出现与入射波反相反射波并不一定仅是土层反应,断桩也可能导致低应变波形出现明显的反相反射波,进而对该桩基质量进行全面分析、评价,对桩基检测结果作出判断。  相似文献   

软土地基某泵闸深基坑支护失稳分析及处理     

林立祥  臧光文  和再良 《岩土工程技术》2010,24(6):294-298

介绍了某泵闸基坑灌注桩围护位移及钢管支撑受力过程,对造成支护失稳原因进行了详细分析,探讨基坑设计及施工工艺存在的问题,介绍了支护失稳后抢险、围护补强、防渗加固及支撑体系补强等措施,同时对加固补强处置效果进行了分析,得出相关结论及建议,为类似基坑顺利施工提供了一定依据。  相似文献