高压喷射注浆法产生的超孔隙水压分析

介绍了高载射注浆法的作用机理,探讨了在施工过程中高压喷射注浆法引起的超孔隙压。根据半无限土体中小孔扩张问题的解,分析了在超孔隙水压作用的瞬时,土体中的应力、变形等,并提出了经验公式。结合一具体工程事故的成功处理,验证了所建议超孔隙水压公式的可行性,同时提出了减少超孔隙水压的对策和方法。     

岩石变形破坏过程中渗透率演化规律的试验研究

利用伺服试验机对灰岩和砂岩进行了应力应变全过程渗透性试验,研究了岩样变形和破坏过程中的轴向应变与渗透率之间的关系,分析了岩样环向应变对渗透率的影响规律,探讨了岩样变形破坏前后渗透压差随时间的变化关系。结果表明,岩样渗透率与应力状态密切相关,渗透率的峰值滞后或超前于应力应变峰值,这与岩石介质本身的特性有关;渗透率-环向应变曲线与渗透率-轴向应变曲线有相同的变化趋势,但岩石环向变形比轴向变形更能灵敏地反映渗透率的演化规律;岩样变形破坏峰值前后的渗透压差与时间均遵循负指数关系。最后对岩石变形破坏过程中的渗透机理作了讨论。     

打桩引起的基坑开挖问题及处理

通过某电厂桩基处理工程实例,介绍了打桩引起的预制桩偏位及开挖问题。在不加外荷载情况下,采用塑料排水板方法消散打桩引起的超静孔隙水压力的处理措施,解决了高孔隙水压力下主厂房的开挖问题。分析了塑料排水板消散孔隙水压力的影响因素。观测结果及工程实践表明,塑料排水板处理桩基工程快速经济,可不需加载,但处理效果与水平排水系统有关。     

PHC管桩挤土效应试验研究

PHC管桩通常为挤土沉桩模式,因而沉桩过程中的挤土效应研究对设计、施工具有重要意义。通过对PHC管桩打桩前后原位地基土变化情况的测试、打桩的监测以及孔隙水压力增长与消散的监测等试验研究,分析了PHC管桩沉桩挤土效应,为工程设计及施工提供可借鉴的依据。     

地下水浮力作用机理模型试验设计与实施

城市空间日趋紧缺,由此引发了地下空间开发的飞速发展,然而各类地下工程的安全运营都无一例外地受地下水动态变化的强烈制约,因地下水影响而引发了一系列新的岩土工程问题,其中尤为突出的是地下结构物的抗浮评价问题。对此,现有的规范尚未给出较为明确的规定,人们对此的认识也相当不统一;理论及概念层面的探讨较多,系统的试验及测试研究较少。详细介绍了用于研究地下水浮力作用机理的模型试验整体构思、试验装置设计及实施过程。     

徐淮地区斑井岩体锆石U-Pb测年、岩石成因及其地质意义

斑井岩体位于徐淮推覆体中北部皇藏峪复背斜北段西翼,由于研究重点和关注度不同,对其成因类型及年代学特征研究较少。故此,本次研究将依托于钻孔XZK01中的7个岩石样品,通过大量的主微量元素地球化学分析及锆石U-Pb年代学分析,深入探讨斑井岩体的成因机制、形成年代及其地质意义。LA-ICP-MS锆石U-Pb年代学分析结果揭示斑井岩体的结晶年龄为126.4Ma±2.1Ma,侵位时代为中生代早白垩世,为地球动力学背景转变期间形成的岩体。本次6个样品的主量元素分析结果中w(SiO2)变化范围为56.54%~59.29%,全碱w(Na2O+K2O)变化范围为4.98%~5.68%,为中性岩;里特曼组合指数σ介于1.77~1.98之间,σ<3.3,属于钙碱性岩。其次,该组样品微量元素w(Sr)介于589×10^-6~728×10^-6之间,平均值为659×10^-6;w(Y)介于11.3×10^-6~12.8×10^-6之间,平均值为12.1×10^-6;w(Yb)介于1.13×10^-6~1.4×10^-6之间,平均值为1.23×10^-6;w(Cr)介于100×10^-6~660×10^-6之间,平均为377×10^-6;Mg#值介于47.17~68.14之间,平均值为58.21。该结果指示斑井岩体具富Sr,Sr/Y,贫Y,Yb的特征,指示其源区具有高压的环境,Mg#的变化特征揭示斑井岩体并非来自下地壳镁铁质岩石部分熔融,且w(Cr)的变化特征指示地幔橄榄岩也可能参与其中。此外,LREE/HREE介于6.91~10.98之间,平均值为8.895;LaN/YbN值在7.68~12.95之间,平均值为10.17,为轻稀土较强富集;大离子亲石元素Rb(23.9×10^-6~44.8×10^-6),K(11373×10^-6~14610.6×10^-6),Ba(513×10^-6~694×10^-6),Th(1.5×10^-6~2.5×10^-6),U(0.51×10^-6~0.79×10^-6)相对富集;高场强元素Nb(3.2×10^-6~4.7×10^-6),Ti(3056.7×10^-6~3536.2×10^-6)等表现出明显负异常。     

Determining Pressure with Daughter Minerals in Fluid Inclusion by Raman Spectroscopy: Sphalerite as an Example

Abstract: Raman frequency of some materials, including minerals, molecules and ions, shifts systematically with changing pressure and temperature. This property is often used as a pressure gauge in high pressure experiments with the hydrothermal diamond anvil cell (HDAC). Since the system of fluid inclusion is similar to that of HDAC, it can also be used to determine the internal pressure of fluid inclusions. Sphalerite is a common daughter mineral. In this study, the frequency shift of the 350 cm?1 peak of sphalerite has been studied from 296 to 523 K and from 0.07 to 2.00 GPa using the HDAC. The global slope of the isotherms (?n350/?p)T is 0.0048 in the studied pressure range. No significant variation of the slopes with temperature has been observed. The correlation between the frequency shift of the 350 cm?1 peak of sphalerite and pressure and temperature is constrained as P=208.33(?np)350+3.13T?943.75. This relationship may be used to estimate the internal pressure of the sphalerite-bearing fluid inclusions.     

Raman spectroscopic study of K-lingunite at various pressures and temperatures

K-lingunite is a high-pressure modification of K-feldspar that possesses the tetragonal hollandite structure. Variations of the Raman spectra of K-lingunite were studied up to ~31.5 GPa at room temperature, and in the range 79–823 K at atmospheric pressure. The Raman frequencies of all bands were observed to increase with increasing pressure, and decrease with increasing temperature for K-lingunite. This behavior is in line with those observed for most of other materials. New sharp Raman bands appear at pressures greater than 13–15 GPa, suggesting a phase transition in K-lingunite with increasing pressure. The transition is reversible when pressure was released. The appearance of these new Raman bands may correspond to the phase transition revealed earlier at around 20 GPa by X-ray diffraction studies. Instead of transforming back to its stable minerals, such as orthoclase, microcline or sanidine, K-lingunite became amorphous in the temperature range 803–823 K at atmospheric pressure.     

某防渗帷幕高压旋喷桩试桩分析与探讨

在温州某垃圾填埋场水文地质与工程地质条件的基础上,对于有地下水渗流的砂层中,高压旋喷注浆单管法与三重管法试桩进行了对比试验与分析,高压旋喷注浆成桩效果及影响因素进行了探讨,供同类工程设计与施工提供参考.     

Grinding of mineral mixtures in high-pressure grinding rolls

Attempts at improving comminution machines generally have been directed towards increasing the performance efficiency, particularly increasing throughput rate and decreasing energy consumption. The latest and most successful new comminution technology has been the high-pressure grinding rolls (HPGR), which have proved to be highly efficient in energy consumption and to have a relatively high throughput rate at low steel consumption. Already used extensively in cement plants worldwide, the first HPGRs in the mineral industry were installed in plants processing diamond ores. They are now finding their way into the large-scale base-metal mining industry. Since feed constituents in natural ores vary in their physical properties such as hardness, plasticity and brittleness, the present paper is concerned with an investigation of the behavior of a heterogeneous feed as it passes through the HPGR. The effect of feed composition on operational parameters, the energy efficiency of comminution, and energy distribution among the feed components is addressed. Mineral particles with high hardness act as energy transfer agents in the roll gap and enhance the grinding of softer mineral particles in a mixed feed.