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An adaptive substepping explicit integration scheme is developed for a porosity‐dependent hydro‐mechanical model for unsaturated soils. The model is referred to as the modified σ –Θ model in this paper, which features the employment of the subloading surface plasticity and the stress–saturation approach. On numerical aspects, convex/nonconvex subloading surfaces in the σ –Θ space may result in incorrect loading–unloading decisions during the integration. A new loading–unloading decision method is developed here to solve the problem and then embedded into the explicit integration scheme for the modified σ –Θ model. In addition, to enhance the accuracy of the explicit integration, local errors from both hydraulic and mechanical components are included in the error control for each substep. A drift correction method is also developed to ensure the state point lies on the subloading surface in the σ –Θ space within a set error level. The performance of the loading–unloading decision method for the modified σ –Θ model is discussed through comparing it with the conventional loading–unloading decision method. The importance of involving the hydraulic component in the error control is also demonstrated. The accuracy and efficiency of the proposed adaptive substepping explicit integration scheme for the modified p–Θ model are also studied via several numerical examples. Copyright © 2016 John Wiley & Sons, Ltd. 相似文献
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This paper presents the closed‐form solutions for the elastic fields in two bonded rocks induced by rectangular loadings. Each of the two bonded rocks behaves as a transversely isotropic linear elastic solid of semi‐infinite extent. They are completely bonded together at a horizontal surface. The rectangular loadings are body forces along either vertical or horizontal directions and are uniformly applied on a rectangular area. The rectangular area is embedded in the two bonded rocks and is parallel to the horizontal interface. The classical integral transforms are used in the solution formulation, and the elastic solutions are expressed in the forms of elementary harmonic functions for the rectangular loadings. The stresses and displacements in the rocks induced by both the horizontal and vertical body forces are also presented. The numerical results illustrate the important effect of the anisotropic bimaterial properties on the stress and displacement fields. The solutions can be easily implemented for numerical calculations and applied to problems encountered in rock mechanics and engineering. Copyright © 2011 John Wiley & Sons, Ltd. 相似文献
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Abstract This paper studies, for the first time, the storm deposits of a carbonate sequence in the Sinian Zhangqu Formation in northern Anhui. In the formation, a great number of calcareous trider sponge spicules were discovered in a distal storm turbidity sequence, which have provided further evidence for the correlation of the Sinian Systems in North and South China from a view point of palaeontology. 相似文献
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本文是在全面调查了粤西河台金矿区内构造特征与成矿特征之后,对该区构造发育规律及控矿规律所做的系统总结.文中对矿区存在的一个重要构造型式——拐肘构造及其对金矿的控制作用作了论述,对成矿的物质来源、成矿期次与构造演化的关系进行了讨论,提出了三期成矿的观点和构造矿源带的概念,总结了该区的构造成矿模式. 相似文献
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滇西昌宁─孟连带南部地层地质问题 总被引:1,自引:1,他引:1
滇西孟连以南,整合于南段组浊积岩之上的拉巴群硅质岩含晚二叠世早期放射虫化石,南段组时代不仅限于石炭纪,可能延入二叠纪。二者为晚古生代思茅地块的外陆坡沉积。其西面的南基河杂岩(新名)由层序混乱的晚古生代硅质岩、泥岩和少量砂岩、玄武岩构成。放射虫化石证据表明,硅质岩时代不仅限于晚泥盆世-早二叠世,还延入晚二叠世,而有的砂岩时代为早石炭世,它们是经过强烈构造变动的古特提斯洋的沉积记录。昌宁-孟连带向南可能延至泰国北部的清迈带,而非东北部的难河带。 相似文献