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991.
A comparative study of ANN and Neuro-fuzzy for the prediction of dynamic constant of rockmass 总被引:1,自引:0,他引:1
Physico-mechanical properties of rocks have great significance in all operational parts in mining activities, from exploration
to final dispatch of material. Compressional wave velocity (p-wave velocity) and anisotropic behaviour of rocks are two such properties which help to understand the rock response under
varying stress conditions. They also influence the breakage mechanism of rock. There are different methods to determine thep-wave velocity and anisotropyin situ and in the laboratory. These methods are cumbersome and time consuming. Fuzzy set theory, Fuzzy logic and Neural Networks
techniques seem very well suited for typical geotechnical problems. In conjunction with statistics and conventional mathematical
methods, hybrid methods can be developed that may prove to be a step forward in modeling geotechnical problems. Here, we have
developed and compared two different models, Neuro-fuzzy systems (combination of fuzzy and artificial neural network systems)
and Artificial neural network systems, for the prediction of compressional wave velocity. 相似文献
992.
Study on strength reduction factors considering the effect of classification of design earthquake 总被引:1,自引:0,他引:1
Introduction The strength reduction factor is defined as the lateral yielding strength required to avoid yielding in the system when subjected to a given ground motion, to the lateral yielding strength required to maintain the displacement ductility ratio demand equal to a pre-determined target duc-tility ratio under the same ground motion. The strength reduction factors are not only the key fac-tors in determining seismic action for force-based seismic design, but also one of the key parame-t… 相似文献
993.
The Development of a new Numerical Modelling Approach for Naturally Fractured Rock Masses 总被引:1,自引:3,他引:1
Summary. An approach for modelling fractured rock masses has been developed which has two main objectives: to maximise the quality
of representation of the geometry of existing rock jointing and to use this within a loading model which takes full account
of this style of jointing. Initially the work has been applied to the modelling of mine pillars and data from the Middleton
Mine in the UK has been used as a case example. However, the general approach is applicable to all aspects of rock mass behaviour
including the stress conditions found in hangingwalls, tunnels, block caving, and slopes. The rock mass fracture representation
was based on a combination of explicit mapping of rock faces and the synthesis of this data into a three-dimensional model,
based on the use of the FracMan computer model suite. Two-dimensional cross sections from this model were imported into the
finite element computer model, ELFEN, for loading simulation.
The ELFEN constitutive model for fracture simulation includes the Rotating Crack, and Rankine material models, in which fracturing
is controlled by tensile strength and fracture energy parameters. For tension/compression stress states, the model is complemented
with a capped Mohr-Coulomb criterion in which the softening response is coupled to the tensile model. Fracturing due to dilation
is accommodated by introducing an explicit coupling between the inelastic strain accrued by the Mohr-Coulomb yield surface
and the anisotropic degradation of the mutually orthogonal tensile yield surfaces of the rotating crack model. Pillars have
been simulated with widths of 2.8, 7 and 14 m and a height of 7 m (the Middleton Mine pillars are typically 14 m wide and
7 m high). The evolution of the pillar failure under progressive loading through fracture extension and creation of new fractures
is presented, and pillar capacities and stiffnesses are compared with empirical models. The agreement between the models is
promising and the new model provides useful insights into the influence of pre-existing fractures. Further work is needed
to consider the effects of three-dimensional loading and other boundary condition problems. 相似文献
994.
The instability of the sand–silt mixtures with different amount of fines contents were studied in this paper. It showed that the slope of the instability lines increases with the increasing relative densities, and it approaches the slope of the failure line (steady state line) at a high relative density. The relationship between the peak stress ratio and the intergranular void ratio can be described by a common curve for all the mixtures with fines contents less than the transitional fines content. There may also exist a unique curve for the relationship between the peak stress ratio and interfine void ratio for the mixtures with fines contents higher than the transitional fines content. If the yield strength ratio is used instead of the peak stress ratio, the relationships can be characterized in the same way. 相似文献
995.
996.
The geotechnical properties and behaviour of a pro-glacial lake clay, and its cementitious stabilization 总被引:1,自引:1,他引:0
F.G. Bell 《Geotechnical and Geological Engineering》1998,16(3):167-199
The Tees Laminated Clay forms a continuous deposit around the Tees estuary in north east England and was deposited in a proglacial lake which occupied the Teesside area during late Devensian times, disappearing about 13 000 years ago. It overlies till, with which it has a sharp contact and reaches a maximum thickness in parts of central Middlesbrough of just over 9 m. The laminations consist of alternating thin layers of clay and silt, and represent seasonal increments of sediment. Kaolinite and illite, with lesser amounts of chlorite, dominate the mineral composition. Quartz tends to account for less than 35%. The notable carbonate content may be diagenetic in origin. The birefringence ratio of the clay minerals indicates a medium degree of particle orientation which suggests a partially flocculated fabric.This laminated clay has a high plasticity. However, the liquid and plastic limits of the silty layers differ significantly from those of the clay layers or the bulk samples. The clay fraction has a greater influence on these limits than the silty fraction. In addition, the linear shrinkage, liquidity indices and consistency indices of the silty layers differ appreciably from those of the clay layers and the bulk samples. The laminated clay is inactive. The orientation of the laminations in relation to the direction of maximum principal stress influences the shear strength, the lowest strengths being developed when these orientations are between 30° and 60°. The stress paths, anisotropic ratios and values of Af indicate that the Tees Laminated Clay is normally consolidated or lightly overconsolidated. The McLamore–Gray concept possibly can be applied to the anisotropic strength behaviour.Tees Laminated Clay can give rise to problems during construction operations since it can lose strength significantly on remoulding. Accordingly, these soils were treated with cementitious materials to determine the extent to which their engineering behaviour was enhanced by the addition of such materials. © Rapid Science Ltd. 1998 相似文献
997.
998.
粗粒土动强度试验成果的分析方法 总被引:8,自引:0,他引:8
介绍一种新的粗粒土动强度试验成果的分析整理方法。在对试验所获资料进行误差分析的基础上,认为这种方法可为工程设计的可靠性分析提供方便和依据,同时,也有效地弱化资料分析整理过程中的人为因素。 相似文献
999.
镁铁岩脉侵位机制及伴随变形 总被引:1,自引:0,他引:1
南澳的EYRE半岛位于GAWLER克拉通南部,包含了GAWLER克拉通太古界至中元古界结晶基底的主要部分,全区于1423Ma克拉通化,此后除了局部的,较小的地壳运动外,一直是稳定的克拉通地块,研究区JUSSIEU半岛为FYRE半岛南部的次级半岛,镁铁岩脉群以及韧性剪切糜棱岩带主要沿海岩分布,区内出露岩石变形复杂,脉岩强烈的布丁化并重结晶,围岩中的转换拉伸构造及转换挤压构造可追踪识别,基性岩浆的侵位是转换拉伸力和岩浆压力联合作用的结果,脉岩群的传播侵位(PROPAGATION)与转换拉伸作用(TRANSTENSION)密切相关。多次的转换拉伸与挤压作用,还导致镁铁岩脉边缘成为高应变带,并形成复杂的变形图案 此外,围岩中伴随的变形以次剪切带(SUBSHEAR ZONE)最为显著,是作动力学分析最好的匹配构造。 相似文献
1000.
再论岩金矿化类型及成因 总被引:1,自引:0,他引:1
列举我国主要岩金矿床各种矿化类型实例。分析了复式矿化类型形成原因,拟定出矿化类型的表示法。按不同矿化阶段基本化类型的异同,将复式矿化类型分为同型迭代、异迭代和混型迭代3类;按不同矿化阶段矿化的相互构造关系,对各类分为平行迭代、交切迭代共12个亚类。 相似文献