Numerical modeling and neural networks to identify model parameters from piezocone tests: I. FEM analysis of penetration in two‐phase continuum     

Rafał F. Obrzud  Andrzej Truty  Laurent Vulliet 《国际地质力学数值与分析法杂志》2011,35(16):1703-1730

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Self‐similar solution of a plane‐strain fracture driven by a power‐law fluid     

J. I. Adachi  E. Detournay 《国际地质力学数值与分析法杂志》2002,26(6):579-604

This paper analyses the problem of a hydraulically driven fracture, propagating in an impermeable, linear elastic medium. The fracture is driven by injection of an incompressible, viscous fluid with power‐law rheology and behaviour index n?0. The opening of the fracture and the internal fluid pressure are related through the elastic singular integral equation, and the flow of fluid inside the crack is modelled using the lubrication theory. Under the additional assumptions of negligible toughness and no lag between the fluid front and the crack tip, the problem is reduced to self‐similar form. A solution that describes the crack length evolution, the fracture opening, the net fluid pressure and the fluid flow rate inside the crack is presented. This self‐similar solution is obtained by expanding the fracture opening in a series of Gegenbauer polynomials, with the series coefficients calculated using a numerical minimization procedure. The influence of the fluid index n in the crack propagation is also analysed. Copyright © 2002 John Wiley & Sons, Ltd.  相似文献   

Centrifuge modelling of landslides and landslide hazard mitigation: A review     

《地学前缘(英文版)》2023,14(1):101493

Landslides are serious geohazards that occur under a variety of climatic conditions and can cause many casualties and significant economic losses. Centrifuge modelling, as a representative type of physical modelling, provides a realistic simulation of the stress level in a small-scale model and has been applied over the last 50 years to develop a better understanding of landslides. With recent developments in this technology, the application of centrifuge modelling in landslide science has significantly increased. Here, we present an overview of physical models that can capture landslide processes during centrifuge modelling. This review focuses on (i) the experimental principles and considerations, (ii) landslide models subjected to various triggering factors, including centrifugal acceleration, rainfall, earthquakes, water level changes, thawing permafrost, excavation, external loading and miscellaneous conditions, and (iii) different methods for mitigating landslides modelled in centrifuge, such as the application of nails, piles, geotextiles, vegetation, etc. The behaviors of all the centrifuge models are discussed, with emphasis on the deformation and failure mechanisms and experimental techniques. Based on this review, we provide a best-practice methodology for preparing a centrifuge landslide test and propose further efforts in terms of the seven aspects of model materials, testing design and equipment, measurement methods, scaling laws, full-scale test applications, landslide early warning, and 3D modelling to better understand the complex behaviour of landslides.  相似文献   

不同氧化还原条件下铅锌矿尾砂中重金属元素活化迁移规律     

李晓艳  张青伟  洪松涛  袁雨婷  余金燕  潘俐傧  刘莹红 《吉林大学学报(地球科学版)》2022,52(2):434-441

以广西大厂镇鲁塘铅锌矿尾砂为研究对象,通过淋滤实验研究了不同氧化还原条件下尾砂中Cu、Cd、Zn、Pb和As等元素的活化和迁移规律。结果表明：经高浓度氧化、高浓度还原条件处理的尾矿表现为pH<7的酸性环境,经低浓度氧化环境条件处理的尾砂呈现pH>7的弱酸性至弱碱性环境;尾砂中Cu、Cd元素活化迁移受pH值的影响明显,即高浓度还原和高浓度氧化条件可以促进Cu和Cd元素的迁移,酸性条件对Cu和Cd元素的迁移起到促进作用;Zn与Cd元素存在竞争吸附关系,但二者仍有明显差别;Pb和As元素受到还原条件的影响,能有效促进Pb和As元素的释放迁移。在淋滤实验前期,铅锌矿的表面阻力较小,由于环境酸碱性的改变,初始尾砂对重金属元素的吸附位能发生变化,重金属元素初期迁移能力得到加强;淋滤后期,矿物颗粒表面由于发生氧化还原反应,促使颗粒表面的阻力增加,重金属元素的溶出量减少,迁移能力受到抑制。  相似文献   

真三轴单面临空下煤岩组合体冲击破坏特征试验研究     

杨科  刘文杰  马衍坤  许日杰  池小楼 《岩土力学》2022,(1):15-27

煤岩复合承载结构所处的应力边界条件不同,冲击地压在巷道中的显现特征和前兆规律亦不相同。采用高频振动采集及孔内成像三轴动静载试验系统,开展了高静载和动静载耦合作用下煤岩组合体真三轴单面临空试验,分析了煤岩组合体界面处力学特征和强度条件,探究了不同应力边界下煤岩组合体的破坏形态、动力显现特征和声发射信号的演变规律。研究结果表明:(1)受煤岩变形相互制约的影响,交界面处砂岩强度被"弱化"。当界面处煤体裂隙尖端的应力大于"弱化"后砂岩强度时,裂隙将穿过煤岩界面发育至砂岩中,砂岩呈现出屈曲层裂、劈裂成板的破坏形态。(2)高静载作用下,煤岩组合体变形破坏特征和声发射信号具有明显的前兆规律,组合体发生承载失效前煤体局部颗粒弹射动能增大、弹射颗粒块度降低,声发射信号由"高频低能"向"高频高能"转变,组合体的破坏形态以剪切-张拉复合破坏为主。(3)受冲击动载影响,顶底板砂岩夹持作用减弱,煤体裂纹尖端应力得不到有效积聚,裂纹扩展到煤岩交界面时被阻隔,组合体以煤样的张拉破坏为主,声发射信号呈现出"高频高能"的特点,但大多集中在冲击破坏之后,导致组合体动力破坏难以预测。(4)与纯静载作用相比,虽然动静载耦合作...  相似文献   

冷冻管直径对冻土冻结影响规律的试验研究          下载免费PDF全文

戚波  赵大军  潘殿琦  袁鹏 《探矿工程》2015,42(8):75-79

近年来冻结施工方法越来越多地使用在城市土木工程施工中,但由于受冻土冻结理论基础的缺失和研究方法的局限,长时间以来人们对冻结法的设计始终没有找到较为理想的方案,参数变量选取遇到很大困难,同时在施工阶段没有较为标准统一的技术规范参照,使得该工法的实际应用往往出现工程量浪费、施工混乱和工程质量无保障等情况,而其中冷冻管直径是主要影响参数。通过同轴管土体冻结试验的研究,采用不同直径的冷冻管进行冻结试验,利用Fluent模型分析冻结过程的温度场分布规律,确定了最优冷冻管管径的选择方法,为冻结法的设计及施工提供依据。  相似文献   

The UNFCCC as a negotiation forum: towards common but more differentiated responsibilities     

Jutta Brunnée  Charlotte Streck 《Climate Policy》2013,13(5):589-607

The principle of common but differentiated responsibilities and respective capabilities (CBDRC) captures the idea that it is the common responsibility of states to protect and restore the environment but that the levels and forms of states’ individual responsibilities may be differentiated according to their own national circumstances. This principle has shaped the evolution of the climate regime and has played an important role in promoting compromise and agreement. It is argued that some twenty years after the adoption of the United Nations Framework Convention on Climate Change (UNFCCC), the principle of CBDRC remains as relevant as ever. The practice of Parties under the regime and, most recently, the concerted efforts to shape and flesh out the meaning of the principle, underscore the central role that it plays. At the same time, the binary understanding of CBDRC in the Kyoto Protocol is being replaced with a more nuanced, multifaceted understanding. The evolving interpretation of CBDRC is considered, and its continued relevance as the nucleus of a global burden-sharing regime for addressing climate change is demonstrated.

Policy relevance

The development of a common understanding of the principle of CBDRC is essential for the burden sharing and responsibilities under a future climate agreement. The CBDRC principle captures the idea that it is the common responsibility of states to protect and restore the environment, but that the levels and forms of states’ individual responsibilities may be differentiated according to their own national circumstances. This article informs the international climate change negotiations by considering the development of the principle of CBDRC under the UNFCCC over time. It is concluded that, although there has been a significant shift in how the principle is understood, it remains crucial to the integrity and stability of the climate regime.  相似文献   

IMPACT OF URBANIZATION ON STRUCTURE AND FUNCTION OF RIVER SYSTEM--Case Study of Shanghai, China     

YUAN Wen  Philip JAMES  YANG Kai 《中国地理科学(英文版)》2006,16(2)

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滇东北地区地质灾害及其对公路工程影响研究——以某拟建公路沿线地质灾害为例     

李慧荣  苏生瑞 《地球科学与环境学报》2002,24(1):54-58

以滇东北地区某拟建公路沿线的地质灾害为例 ,分析研究该地区地质灾害的影响因素、影响机制、分布规律以及对公路工程的影响。区内地质灾害的发育受地层岩性、岩体结构、地质构造、地震、水文条件、气候条件、人类活动等因素的控制和影响。地质灾害类型主要有崩滑塌、滑坡、泥石流、岩溶塌陷等 ,另外还存在软土、膨胀土及可液化的砂土等特殊岩土灾害。不同类型的灾害对公路工程的影响和破坏机制不同  相似文献   

Spatial Autocorrelation and Localization of Urban Development   总被引：1，自引：0，他引：1  

LIU Jisheng CHEN Yanguang 《中国地理科学(英文版)》2007,17(1):34-39

A nonlinear analysis of urban evolution is made by using of spatial autocorrelation theory. A first-order nonlinear autoregression model based on Clark’s negative exponential model is proposed to show urban population density. The new method and model are applied to Hangzhou City, China, as an example. The average distance of population activities, the auto-correlation coefficient of urban population density, and the auto-regressive function values all show trends of gradual increase from 1964 to 2000, but there always is a sharp first-order cutoff in the partial auto- correlations. These results indicate that urban development is a process of localization. The discovery of urban locality is significant to improve the cellular-automata-based urban simulation of modeling spatial complexity.  相似文献