二维位场在有源空间的解析延拓

位场的向下延拓对重、磁等位场资料的处理与解释具有重要意义,但现有的延拓方法在位场向下接近场源时会产生剧烈震荡,计算过程很不稳定,而且理论上都不能越过场源.本文在复数域里定义了一个具有位场和几何双重特性的新函数PFGR,提出了一套新的延拓方法,在理论上实现了位场在包含场源的下半空间里的解析延拓,经过模型试算验证,表明该方法可以延拓越过场源,准确确定场源奇点,计算过程稳定,对测量中的随机噪声也具有较好的抗干扰能力.     

基于改进层次分析法的干旱扬水灌区水土环境变迁响应评估

受大量的外调水资源和人工灌溉的影响,干旱扬水灌区的水土环境变迁过程具有独特性,其对区域环境要素的响应是长期、潜在而缓慢的,该过程可通过科学的评估与分析描述其发展的趋势。评价过程是否合理,评价结果是否准确是灌区可持续发展的关键。通过应用改进的层次分析法,对干旱扬水灌区水土环境变迁响应进行了评价。结果表明:干旱扬水灌区水土环境变迁响应因子都属于"微敏感"因子;地表水对水土环境的变迁响应相对较为强烈,其次为地下水、区域气候,而土地利用最为迟缓; 18个响应因子中最为敏感的是灌区提水量及灌溉用水量,次之为地下水水位及回归水水质。该评价模型的评价结果与当前灌区水土环境变化现状相吻合,验证了改进层次分析法在干旱扬水灌区水土环境变迁响应评价中的有效性和可操作性,可为灌区的建设和管理提供科学合理的参考依据。     

Analytical model of well leakage pressure perturbations in a closed aquifer system

Deep saline aquifers are commonly used for disposal and storage of various surface fluids. The target injection zone must be hydraulically isolated from overlying zones in order to ensure containment of the injected fluids. Improperly plugged nonoperational abandoned wells that penetrate the injection zone are the main potential leakage pathways. Leakage through such wells may cause an observable pressure signal in a zone overlying the injection zone; such a signal can be used to detect the leakage. In this paper we develop an analytical model to evaluate the pressure change induced by leakage through a well in a multilayer system. Unlike previous analytical models on the topic, our model uses a closed system, which may significantly affect the strength and behavior of the pressure signal induced by leakage. The analytical model is first presented for a two-layer system centered at the leaky well location. We evaluate the leakage-induced pressure change using the Laplace transform of Duhamel’s superposition integral, yielding the solution in the Laplace domain. We then derive a late-time asymptotic solution using the final value theorem, which suggests that the leakage rate becomes constant after sufficient time. We then obtain the multilayer solution by extending the two-layer solution and presenting it in matrix form in the Laplace domain. We apply the solution to three examples. In the first example, we apply the analytical model to a two-layer system, investigating its behavior and comparing the results with a numerical solution. In order to demonstrate behavior and potential applications of the multilayer analytical model, we present two multilayer examples: one with identical layers and another, replicating a CO₂ storage site, with dissimilar layers. The leakage-induced pressure change does not necessarily decrease as the distance increases from the injection zone toward the surface.     

广东省大宝山矿矿业遗迹及其调查评价

大宝山矿历史悠久,矿业遗迹数量众多,类型多样。文章通过调查大宝山矿的矿产地质遗迹、矿业生产遗址、矿业活动遗迹、矿业制品、矿业开发史籍的基本特征,对主要矿业遗迹的科学价值、经济价值和历史文化价值进行定性评价;采用层次分析法建立评价指标体系,对主要矿业遗迹进行定量评价。结果表明,大宝山矿主要矿业遗迹景观资源有珍稀级5处、重要级7处,呈现出景观品质高、互补性强、配套性好、特色突出等特点,具有极高的科研科普价值、游览观光价值和历史文化价值,开发矿山工业旅游的潜在优势明显。     

流体包裹体研究:进展、地质应用及展望

在多数地质作用过程中,流体都担任着元素迁移的载体、化学反应的活化荆的角色.大量研究表明,岩石、矿物以及元素在有无流体的情况下会表现出迥异的物理和化学性质,所以对于认识某一地质过程而言,流体方面的研究往往能够提供极其重要的信息.流体包裹体则以其直接反映古流体的成分,在各种矿物中的普遍存在性,以及对各种后期改造有一定的抵抗力等特点而成为研究古地质流体的最佳样本,并已经被成功地应用到各种地质过程的研究中.从基本概念出发,讨论了流体包裹体的种类和原生、次生流体包裹体的区分,对流体包裹体的岩相学观察要点以及流体包裹体研究的最新进展做了简要的综述,着重介绍了研究中常用的分析方法及变质岩中流体包裹体的研究,并举例说明了流体包裹体在矿床学、石油地质学中的应用,以及近期的一些关于流体包裹体中保存生物标志和生物遗迹化石的研究,最后对未来流体包裹体研究的发展方向作了简单的展望.     

软土深基坑变形与控制技术初探

通过对软土深基坑变形机理与影响因素的分析,提出了基坑工程变形全过程控制的理念,探讨了控制变形的设计与施工技术方法及针对变形异常应采取的应急措施。结合工程实践,分析了软土深基坑变形的特征,应用地层损失法原理计算了墙后地表沉降量,与实测值比较,得出了该方法可以应用于工程实践的认识。     

基于层次分析法的城市非工程性防震减灾能力综合评价模型

城市非工程性防震减灾能力对于降低城市地震灾害具有重要作用,但该概念中含有众多影响因素,而且与城市的空间分布情况有关。为了科学的评价分析该能力,本文采用了层次分析法对城市非工程性防震减灾能力各影响因素进行分析,建立多层次结构模型,确定各因素影响权重,并将其嵌入Arc GIS平台,关联城市空间分布形成数据库,开发了城市非工程性防震减灾能力评价系统,实现了快速评价和结果可视化,可以有效提高决策效能,为未来城市非工程性防震减灾规划提供了有力支撑。     

Newmark sliding block model for pile-reinforced slopes under earthquake loading

Recent studies have demonstrated that the use of a discretely-spaced row of piles can be effective in reducing the deformations of slopes in earthquakes. In this paper, an approximate strain-dependant Newmark sliding-block procedure for pile-reinforced slopes has been developed, for use in analysis and design of the piling scheme, and the model is validated against centrifuge test data. The interaction of the pile within the slipping soil was idealised using a non-linear elasto-plastic (P–y) model, while the interaction within the underlying stable soil was modelled using an elastic response model in which (degraded) soil stiffness is selected for an appropriate amount of shear strain. This combined soil–pile interaction model was incorporated into the improved Newmark methodology for unreinforced slopes presented by Al-defae et al. [1], so that the final method additionally incorporates strain-dependent geometric hardening (slope re-grading). When combined with the strain-dependent pile resistance, the method is therefore applicable to analysis of both the mainshock and subsequent aftershocks acting on the deformed slope. It was observed that the single pile resistance is mobilised rapidly at the start of a strong earthquake and that this and the permanent slope deformation are therefore strongly influenced by pile stiffness properties, pile spacing and the depth of the slip surface. The model shows good agreement with the centrifuge test data in terms of the prediction of permanent deformation at the crest of the slope (important in design for selecting an appropriate pile layout/spacing i.e. S/B) and in terms of the maximum permanent bending moments induced in the piles (important for appropriate structural detailing of the piles), so long as the slip surface depth can be accurately predicted. A method for doing this, based on limit analysis, is also presented and validated.     

On behavior of load transfer for drilled shafts embedded in weak rocks

This study deals with the formulation of an analytical solution for load transfer in drilled shaft and its application. The emphasis is on quantifying the mobilization of side resistances, which are closely related to shear behaviors of the concrete-rock interface. In this modelling, the side resistance is idealized by using elasticity-brittleness-plasticity, and a simple slip-line field is built to identify the critical shear displacement. The closed-form solution of load transfer is obtained by using the proposed shear model. Comparison between predictions and field observations is also made to validate performance of the proposed method.     

Cone penetration test in sand: A numerical-analytical approach

Separation of the effects of initial horizontal stress and relative density on cone tip resistance in sandy soils has been a complicated issue for many years. In order to overcome this problem, a numerical modeling of CPT which has been verified by calibration chamber tests, has been used in this paper to achieve a reliable analytical solution. The analytical solution has resulted in two relationships for sleeve friction and cone tip resistance in terms of the initial conditions of sandy soil. Based on the presented solution, the initial horizontal stress and relative density can be determined according to CPT measurements.