汕头市花岗岩残积土的工程特性及路堑边坡稳定分析

花岗岩残积土在汕头市分布广泛,具有不均匀性及各向异性、扰动性、软化特性和崩解性。在天然状态下它们具有较低的压缩性、较高的承载力和较大的抗剪强度,但遇水后力学性质显著降低。花岗岩残积土的扰动性通常导致室内试验指标失真,使压缩模量低于变形模量,因此,花岗岩残积土的变形模量和地基承载力应通过原位测试(主要是标准贯入试验)来确定,并为此建立了本区花岗岩残积土地基容许承载力与标准贯入击数的对应关系。同时对汕头市花岗岩残积土路堑边坡失稳的原因进行分析并提出切实可行的防护办法。     

Geo-engineering properties of expansive soil treated with xanthan gum biopolymer

ABSTRACT

This paper presents the effectiveness of xanthan gum (XG) biopolymer in stabilising the expansive soil. The XG biopolymer is mixed with expansive soil in different proportions such as 0%, 0.2%, 0.5%, 0.8% and 1.0% by weight of the dry soil mass. The plasticity, compaction, swelling, compressibility, hydraulic conductivity, strength and durability characteristics of the treated and un-treated expansive soil are examined. Results show that the plasticity index of the treated soil mass initially increases but beyond 0.5% biopolymer addition it decreases sharply. The optimum moisture content and maximum dry density of treated soil, found out from light and heavy compaction tests, do not follow any definite trend. It is also found that increasing XG content increases compressibility slightly but, it reduces swelling pressure, differential free swelling value and hydraulic conductivity remarkably. On the other hand, time-dependent compressive strength and resistance to mass loss increases with increasing XG content. Microscopic examination confirms the formation of gel-like linkage, which brings about the modifications in the treated expansive soil.     

我国水电地下工程围岩分类系统支护方案探讨

在对我国水电地下工程围岩分类评价系统（ＳＤ系统）和Ｂａｒｔｏｎ的Ｑ系统的分析比较研究的基础上,针对水电工程,探讨了ＳＤ系统和Ｑ系统的相关关系,细化和发展了我国ＳＤ系统的支护设计方案,弥补了其支护类型偏少和简单的不足。     

Geochemical engineering; taking stock

Geochemical engineering makes use of optimized geochemical processes for the solution of environmental problems. It has developed in a few years from a collection of unrelated scientific and technological incidents into a coherent concept about how and where we can improve our geo-environment. All solutions to problems of pollution are based on neutralization/breakdown, concentration, dilution, isolation or immobilization, which serve to eliminate the pollutant, make it more manageable, or prevent its entry into the mobile phase, usually water, from which it can affect the biosphere. All of these solutions have their counterpart in nature, where many examples are found of high concentrations of potentially harmful substances. A major prerequisite of geochemical engineering solutions is that they should be compatible with the natural evolution of the system in its geo-environment. The advantages of this approach are that we can devise low-cost technologies (nature does most of the hard work itself), interfere least with nature, and quite often end up with useful by-products. Disadvantages are that technologies based on natural geochemical processes tend to be slow. The application of geochemical engineering concepts requires a better understanding of our environment and its ongoing processes than is necessary for a ‘classical' technology. In most environmental technologies the conditions are externally imposed on the system to be treated, and the natural evolution of the system is eliminated, or at best neglected. The concept of seeking a closer conformity with nature is paralleled in other disciplines like agriculture or the medical sector, where we see a similar evolution in the direction of techniques that are more in harmony with nature. Geochemical engineering brings many advantages, particularly in developing countries, or in countries where the state of the economy does not permit the introduction of expensive high-tech environmental technologies. So far, most of the applications of geochemical engineering concepts have focussed on solutions to environmental problems, but there are a number of cases where the environmental issue is more indirect, as e.g. in civil engineering. Geochemical engineering may be practised on a large, almost global scale, down to that of individual minerals, in accordance with the fact that geochemical processes also act on vastly different scales. An overview will be given of some of the problems that are being studied.     

景观生态建设与生物多样性保护

２１世纪的景观生态学应该对环境建设有设计能力的学科。遵循适应自然、互利共生、调整结构改善功能与局部控制协调整体等景观生态建设的原理进行景观生态建设是积极的对生物多样性予以保护。     

分形理论在断裂工程活动性评价中的应用——以鄂西恩施、建始断裂为例

运用分形理论对鄂西恩施、建始断裂的几何分形结构特征进行了研究,并选取有代表性的碎裂岩作了粒径—频度分析,表明其同样具有分形结构,分维值可以定量地反映恩施、建始断裂同为地壳上部浅层构造,几何结构较为简单,构造活动性弱,分别趋于构造衰亡和发育成熟阶段。在这两条断裂附近通过水系的分形统计结果分析,断裂几何分维值的意义与其最后一次活动表现出的水系切错和同步弯曲现象相吻合。分维值可以作为断裂工程活动性评价的一个定量指标。     

核地球物理和化探综合测量在上海市区工程地质调查中的应用

本文介绍在上海市区断裂构造调查中,核地球物理测量和化探的应用效果。应用α卡、地面伽马能谱U、Th、K和总量(Σ)及壤中气汞等测量方法,采用组合指标推断断裂构造,推断出的断裂构造与地震推断的结果相比较,具有较好的一致性。这些方法经济、快速、有效,有着广泛的应用前景。     

The introduction of neural network system and its applications in rock engineering

The neural network system has been developing very fast recently. It has been widely used in many industries such as automation, nuclear power plant, chemical industry, etc. Neural network systems have a great advantage in dealing with problems in which many factors influence the process and result, and the understanding of this process is poor, and there are experimental data or field data. In rock engineering, many problems are of this nature. In this paper, a brief introduction to neural network systems is given. Problems such as what is a neural network, how it works and what kind of advantages it has are discussed. After this, several applications in rock engineering, made by us, are presented. Case 1 is ore boundary delineation. In this case, the rock are divided into three classes, i.e.: (1) waste rock; (2) semi-ore; and (3) ore for mining purposes. The neural network system built can judge whether it is ore, semi-ore or waste rock along the borehole according its corresponding geophysical logging data, such as gamma-ray, gamma-gamma, neutron and resistivity. Case 2 is aggregate quality prediction. In this case, the quality parameters: (1) impact value; (2) abrasion value I; and (3) abrasion value II are predicted by using a neural network system based on density, point load, content of quarts and content of brittle minerals. Case 3 is rock indentation depth prediction. In this case, the rock indentation depth under indentation load is predicted by the established neural network system based on the indentation load on rock, indenter type and rock mechanical properties, such as uniaxial compressive strength, Young's modulus. Poisson's ratio, critical energy release rate and density. In all these cases, the neural network systems have been applied successfully. The testing results are satisfactory and better than the existing techniques.     

浅层地震技术在隧道勘察中的应用

论述了在深圳市东部沿海高速公路隧道勘察中,应用浅层地震勘探方法查明地下地质构造、风化带、分层等,并根据资料解释成果、钻探资料和工区地质资料,对隧道开挖过程中可能遇到的断层及塌陷等情况进行了讨论。     

察尔汗盐湖盐田渗漏及其工程地质条件分析

１９８１年以来对察尔汗盐湖三次渗漏试验结果表明,盐田渗漏是盐田土层与外界条件综合作用的结果,在盐田建设和生产管理过程中,应结合不同地点的土层特性、工程地质条件和其它有关条件,采取不同的处理措施。