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The problem of accuracy of predictions of pre-failure deformations of granular soils is considered. Firstly, the deterministic incremental equations describing qualitative character of such deformations are presented. These equations are based on extensive experimental data, obtained from the tri-axial compression tests. The parameters appearing in the incremental equations are assumed as random numbers, characterized by their mean values and standard deviations. The normal probability distribution is assumed. Then, such a model is applied to predict strains caused by some simple deterministic stress paths. The incremental equations are integrated for a large number of random coefficients, generated by a computer program. The final results are presented as either paths or points in the strain space, and respective density of probability distribution is calculated. The proposed method and results obtained show, that in mechanics of granular media we cannot expect “a good agreement” between predictions of theoretical models and experimental results, but only a kind of agreement measured by probability. The results presented should be important for both theoretical modellers and experimentalists. 相似文献
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Yu. V. Pyatakov V. I. Isaev V. I. Starostenko 《Russian Journal of Pacific Geology》2016,10(6):408-416
The task of 3-D modeling of the thermal field of a sedimentary basin during sedimentation is considered. The aim of the modeling is to determine the temperature at any point of the basin at a given moment of geological time. The mathematical model is based on a system of equations of thermal conductivity for a heterogeneous layered medium with dynamic boundaries. The conditions of the continuous temperature and thermal flow are given at the boundaries of the adjacent layers. The temperature values, which are determined by the values of the secular course of the earth temperature, are given at the upper boundary coinciding with the sedimentation surface. The thermal flow value is considered to be given at the lower boundary. The medium is approximated using a vertical triangle prism, which is accepted in algorithms of interpretation of the gravitation field and characterized by random upper and lower basements and given values of the thermal physical parameters. The equations of thermal conductivity are solved on the basis of potential theory. The precision of this algorithm is demonstrated by calculation of a test example. The thermal evolution of the sedimentary complexes and dynamics of the major zone of oil formation are reconstructed and possible errors of paleotemperature interpretations caused by ignored 3-D modeling medium are determined on the example of the sedimentary basin of the Lunskaya depression of Sakhalin. 相似文献
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Scattering of an elastic wave by a cylindrical shell embedded in poroelastic medium is investigated theoretically with the assumption that the shell material is also a porous elastic medium. The porous medium is modellized via Biot's theory and the scattering by cylindrical shell is expressed by the definition of scattering matrix. The normal mode expansion technique is employed for analysing the scattering field, and the asymptotic solutions of displacements, stresses and pore pressure are derived. Two limiting cases‐scattering by a poroelastic cylinder in Biot medium and a elastic cylindrical shell in elastic medium are obtained from the general solutions. The dispersion curves of displacement amplitude at the interface of shell and medium is compared with the case of elastic shell. The scattering amplitude associated with the fast, slow and transverse waves are identified by numerical simulation. Furthermore, the influence of the poroelastic property of shell material on scattering amplitude is analysed. Copyright © 2005 John Wiley & Sons, Ltd. 相似文献
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The hydrogeology of the Ballimore region,central New South Wales,Australia: an integrated study 总被引：1，自引：0，他引：1
The integrated use of geophysical, geological, hydrogeochemical and hydrogeological data has allowed the development of a plausible conceptual model for groundwater flow in the Ballimore region. A realistic model for this under-explored system could not be derived solely by the use of hydrogeological data. Interpretation of the available datasets indicates that two groundwater systems are active: a regional and a local system. These are separated by a regionally extensive aquiclude. Groundwater flow in the regional groundwater system is controlled by the structural fabric of the Palaeozoic basement rocks. The local groundwater system is restricted to the Permian to Recent sequence of cover rocks. The local groundwater system is subdivided into three cells: the deep, intermediate and shallow cells. Groundwater flow within the deep cell of the local groundwater system is controlled by fracture flow. Groundwaters from this aquifer are under artesian pressure and are effervescent (CO2-gas). The intermediate cell is a leaky aquitard that acts as a mixing zone between the deep and shallow cells. Groundwater flow within the shallow cell is controlled by the influx of surface waters which migrate laterally through permeable beds. 相似文献
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In coastal-zone fields with a high groundwater level and sufficient rainfall, freshwater lenses are formed on top of saline or brackish groundwater. The fresh and the saline water meet at shallow depth, where a transition zone is found. This study investigates the mixing zone that is characterized by this salinity change, as well as by cation exchange processes, and which is forced by seepage and by rainfall which varies as a function of time. The processes are first investigated for a one-dimensional (1D) stream tube perpendicular to the interface concerning salt and major cation composition changes. The complex sequence of changes is explained with basic cation exchange theory. It is also possible to show that the sequence of changes is maintained when a two-dimensional field is considered where the upward saline seepage flows to drains. This illustrates that for cation exchange, the horizontal component (dominant for flow of water) has a small impact on the chemical changes in the vertical direction. The flow’s horizontal orientation, parallel to the interface, leads to changes in concentration that are insignificant compared with those that are found perpendicular to the interface, and are accounted for in the 1D flow tube. Near the drains, differences with the 1D considerations are visible, especially in the longer term, exceeding 100 years. The simulations are compared with field data from the Netherlands which reveal similar patterns. 相似文献
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Deep-seated geodynamic processes are the cause of the existence of the geotectonic stress field. The influence of the latter and therefore of deep-seated processes, in surface geomorphology is investigated. It is noted that the features caused by deep-seated (geotectonic) processes can be distinguished from those caused by exogenic agents (weather, erosion etc.) by their statistical characteristics. All statistically systematic features are of geotectonic origin, random features are of exogenic origin.In this paper, various types of morphological features are analyzed with regard to their origin. It is shown that lineaments seen on air photographs may not be of recent geotectonic origin: specific examples of such lineaments being erosion scarps are given. Next, it is shown that the orientation patterns inherent in fluvial and glacial valleys are indeed affected to a large extent by neotectonic processes. The same is, naturally, the case for rift valleys and chains of volcanoes. A further interesting subject is presented by the so-called “tectonic” landforms: Inselbergs, cirques, the shapes of mountain summits etc., are all shown to be directly or indirectly caused by deep-seated processes. The mass movements on slopes are also of great importance. Although it is often thought that these are triggered by meteorological conditions, it is shown that their basic design is influenced to a large extent by deep-seated processes: amongst other things, this is borne out by a correlation between landslide and earthquake activity. Finally, it is mentioned that the common joints on rock outcrops are also designed by the neotectonic stress field and that the latter can, in fact, be determined by an analysis of joint orientations. In summary, it may be stated that although exogenic agents may be responsible for many morphological features, deep-seated processes have nevertheless a great influence on the fundamental design of such features. 相似文献
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R. J. Korsch 《Australian Journal of Earth Sciences》2013,60(5-6):339-355
The southern part of the New England Geosyncline is divided by the Peel Fault into two major zones, termed the Tablelands Complex to the east and the Tamworth Belt to the west. Because of stratigraphical similarities the Hastings Block is correlated with the Tamworth Belt. Seven major lithostratigraphic associations are recognized in the Tablelands Complex. The Woolomin Association is a deepwater marine chert‐jasper‐basic volcanic‐dominated sequence in which sandstones are rare. The Sandon Association is a turbidite sequence in which minor chert, jasper, and basic volcanics are present. The Coffs Harbour Association is a deepwater marine turbidite sequence and is distinguished from the Sandon Association by the absence of chert, jasper, and basic volcanics. The Nambucca Association is also deepwater marine in nature and is dominated by diamictites deposited by mass movements. The Silverwood Association contains components of a volcanic arc, and the Dummy Creek Association consists of terrestrial to shallow‐water marine sediments deposited in rim synclines associated with the granitic intrusions. The above associations contain sandstones which are predominantly quartz‐poor lithic greywackes and these differ from the Beenleigh Association which contains continental shelf to deepwater marine deposits in which the sandstones are quartz‐rich. Recognition of the associations has been hindered by the intrusion of four granitic suites, metamorphism of the sediments under differing conditions of temperature and pressure, and fragmentation by several large‐scale faults into numerous blocks. 相似文献
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当坡体后沿产生张裂缝时,通常意味着坡体接近极限平衡状态,滑坡可能发生,若遇降雨,张裂缝充水产生的水压往往是滑坡发生的启动因素,因为水压的大小与张裂缝的深度估算有关,是边坡稳定分析的重要条件之一。建立了一个坡体后部潜在三角形极限平衡体拉张模型,导出裂缝深度公式。应用拐点的数学性质原理,解出裂缝处与内摩擦角相应的滑面倾角,计算张裂缝深度系数,绘制了应用于实际的张裂缝深度系数的数值解曲线图。解释了张裂缝发生条件:裂缝处的滑面倾角必须小于裂缝深度系数的一阶导数的极值点确定的与土层内摩擦角对应的倾角α。给出了圆弧滑面和一种非圆弧滑面发生张裂缝位置的公式。与Spencer裂缝公式进行了比较,表明本文方法具有实用价值。 相似文献
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盾构法隧道施工阶段管片的力学分析 总被引：6，自引：1，他引：5
盾构隧道衬砌管片在施工阶段处于复杂的受力状态,易出现局部破损现象。阐明了盾构施工阶段管片的受力特点,对其常见的局部破损现象及产生原因进行了总结与分析,在此基础上构建了施工阶段的管片力学模型,即一端固定、一端简支的受力构件。以某盾构工程施工参数为例,运用有限元方法实现该力学模型,按不同工况对其进行了数值模拟,并与现场实测结果进行了对比分析。研究表明：盾构施工阶段,衬砌管片会在第5～7环之间产生局部破损,与现场出现的管片破损部位十分接近;千斤顶推力的大小、倾角及偏差是导致施工阶段管片局部破损的主要原因,并给出了盾构施工阶段减轻管片破损的一些建议。 相似文献
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ASTRID LYSÅ JON Y. LANDVIK 《Boreas: An International Journal of Quaternary Research》1994,23(4):432-446
Detailed investigations of sediments exposed along river sections in the coastal part of Jameson Land have revealed a Saalian to Holocene glacial history. Eleven sedimentary units have been distinguished. most of which are found in superposition at one single large section. Four subglacially formed till beds are recognized; three of which are of Weichselian age. All the tills are considered to have been deposited at the base of fjord glaciers restricted to the Scoresby Sund basin. The tills are separated by marine, fluvial or deltaic sediments, and demonstrate changes in the depositional environnient considered to represent changes in relative sea level during the ice-free periods. The fossil content. supported by a series of luminescence dates, suggest that most of the succession is of Eemian and Early Weichselian age. From the luminescence dates, a short duration of <10ka is suggested for the Early Weichselian glacial stades. Sedimentation during this period was partly controlled by glacio-isostatic subsidence caused by net growth of the Greenland Ice Sheet. The Middle Weichselian is represented by a large hiatus. whereas the Late Weichselian is represented by a subglacial till. 相似文献
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A numerical study of mechanical behavior of a cement paste under mechanical loading and chemical leaching 
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下载免费PDF全文 Based on relevant experimental data of a petroleum cement paste under mechanical loading and chemical leaching, an elastic‐plastic model is first proposed by taking into account plastic shearing and pore collapse. The degradation of mechanical properties induced by the chemical leaching is characterized by a chemical damage variable which is defined as the increase of porosity. Both elastic and plastic properties of the cement paste are affected by the chemical damage. The proposed model is calibrated from and applied to describe mechanical responses in triaxial compression tests respectively on sound and fully leached samples. In the second part, a phenomenological chemical model is defined to establish the relationship between porosity change and calcium dissolution process. The dissolution kinetics is governed by a diffusion law taking into account the variation of diffusion coefficient with calcium concentration. The chemical model is coupled with the mechanical model, and both are applied to describe mechanical response of cement paste samples subjected to progressive chemical leaching and compressive stresses. Comparisons between experimental data and numerical results are presented. 相似文献
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The phase field model represents sharp cracks by diffusive mushy-zone and can simulate crack propagation automatically. Propagation and coalescence of quasi-static cracks in Brazilian disks are investigated by a phase field model. The phase field modeling is implemented in Comsol Multiphysics and initially verified by a benchmark of three-point bending test. The Brazilian disk specimens containing no initial crack, a single and two pre-existing cracks subjected to compression are then tested by the phase field model. Crack propagation patterns along with the load–displacement curves are fully discussed. Meanwhile, the effects of length scale parameter and critical energy release rate on crack propagation are evaluated. In addition, the effect of crack inclination angle on the pre-cracked Brazilian disk specimens is also investigated. The numerical results obtained by the phase field model are in good agreement with previous experimental and numerical results.
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为了更加客观、准确地预测泥石流的危险范围,在前人研究经验和大量野外考察的基础上,选取多项泥石流重要影响因素,对乌东德地区上百条泥石流按照其堆积区规模分组进行多元回归分析,得到不同类型泥石流中各影响因素对堆积区形态参数的预测模型。通过不断改变步长的方式搜索适用于一个地区泥石流危险范围预测的数学模型,运用计算机搜索大量可能的数学模型,通过平均误差计算比较得到最优预测模型。将该方法和文献[3]的逐步回归分析方法一起应用到乌东德地区的实例上进行验证,预测结果显示,后者得到的误差要比本文方法计算的误差大很多,本文方法的预测误差为6.7%～9.2%,文献[3]方法的预测误差为10.5%～29.6%。 相似文献
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Odd Kolbjørnsen Marita Stien Heidi Kjønsberg Bjørn Fjellvoll Petter Abrahamsen 《Mathematical Geosciences》2014,46(2):205-225
A multigrid Markov mesh model for geological facies is formulated by defining a hierarchy of nested grids and defining a Markov mesh model for each of these grids. The facies probabilities in the Markov mesh models are formulated as generalized linear models that combine functions of the grid values in a sequential neighborhood. The parameters in the generalized linear model for each grid are estimated from the training image. During simulation, the coarse patterns are first laid out, and by simulating increasingly finer grids we are able to recreate patterns at different scales. The method is applied to several tests cases and results are compared to the training image and the results of a commercially available snesim algorithm. In each test case, simulation results are compared qualitatively by visual inspection, and quantitatively by using volume fractions, and an upscaled permeability tensor. When compared to the training image, the method produces results that only have a few percent deviation from the values of the training image. When compared with the snesim algorithm the results in general have the same quality. The largest computational cost in the multigrid Markov mesh is the estimation of model parameters from the training image. This is of comparable CPU time to that of creating one snesim realization. The simulation of one realization is typically ten times faster than the estimation. 相似文献
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地面沉降是北京平原区主要地质灾害之一。文中采用永久散射体差分干涉测量(PS-InSAR)技术获取平原区地面沉降空间分布特征,基于GIS空间分析平台,将多种地面沉降影响因素分别与PS-InSAR获取的地面沉降场形变信息进行耦合研究,查明地面沉降与多种影响因素之间的响应关系。研究发现:(1)北京市地面沉降发育较为严重的地区主要出现在平原区东部、北部以及南部等地,存在多个沉降中心,最大沉降速率达到152mm/a,区域不均匀沉降现象明显,并且有连成一片的趋势。(2)地面沉降分布具有明显的构造控制特性,沉降区多位于几大活动断裂交接部位的沉积凹陷地区,与第四纪沉积凹陷十分吻合。地面沉降的发展趋势与活动断裂的走向具有明显的对应关系,在有活动断裂通过的区域,地面沉降剖面线上表现出明显的转折或突变,断裂两侧区域不均匀沉降十分明显。(3)地面沉降分层沉降量与对应层位上黏性土占比呈正比例关系,其空间分布特征及变化趋势与平原区的地层结构及可压缩黏性土层厚度具有很好的一致性,沉降范围整体由北西向的单一结构区向南东方向的多层结构区扩张。沉降速率大于50 mm/a的沉降区大多分布在黏性土层厚度大于100 m的地区,几大沉降中心与黏性土层厚度较大地区吻合较好。(4)第二承压含水层(顶底板埋深100~180 m)地下水开采对地面沉降影响最大,沉降中心与该层位地下水位降落漏斗区高度吻合,是地面沉降的主要贡献层位。 相似文献
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岩体的块体结构和结构面网络模型生成,是进行各种力学分析和场分析的基础。详细研究了有限结构面进行复杂块体切割的过程,提出了相应的算法,并采用C++语言编写了相应的程序。为描述块体切割后的复连通特性,在块体数据结构中添加了有向壳的概念。结构面可以为简单的凸多边形,也可采用形态更加复杂的凹多边形。通过面-面求交线、交线环路搜索形成有向环、有向环包含关系分析形成有向面、有向面拓扑搜索形成有向壳和有向壳包含关系分析形成块体等过程,将有限结构面分别与各块体进行切割运算,形成进行块体切割的一般方法。在切割过程中将得到的有向环,有向面、有向壳和块体分别进行拓扑有效性校核,满足要求后得到最终的块体和结构面网络模型。选取4个算例来验证该方法的可行性。计算结果表明,该方法可以对复杂块体进行有效地切割,结构面可以选择包括凹形面在内的复杂多边形,方法具有普遍意义。 相似文献