Stability analysis of slope in strain-softening soils using local arc-length solution scheme

Soils with strain-softening behavior — manifesting as a reduction of strength with increasing plastic strain — are commonly found in the natural environment. For slopes in these soils,a progressive failure mechanism can occur due to a reduction of strength with increasing strain. Finite element method based numerical approaches have been widely performed for simulating such failure mechanism,owning to their ability for tracing the formation and development of the localized shear strain. However,the reliability of the currently used approaches are often affected by poor convergence or significant mesh-dependency,and their applicability is limited by the use of complicated soil models. This paper aims to overcome these limitations by developing a finite element approach using a local arc-length controlled iterative algorithm as the solution strategy. In the proposed finite element approach,the soils are simulated with an elastoplastic constitutive model in conjunction with the Mohr-Coulomb yield function. The strain-softening behavior is represented by a piece-wise linearrelationship between the Mohr-Coulomb strength parameters and the deviatoric plastic strain. To assess the reliability of the proposed finite element approach,comparisons of the numerical solutions obtained by different finite element methods and meshes with various qualities are presented. Moreover,a landslide triggered by excavation in a real expressway construction project is analyzed by the presented finite element approach to demonstrate its applicability for practical engineering problems.     

Strength Behavior of Shanghai Clayey Soil Reinforced with Wheat Straw Fibers

It is generally recognized that the low strength and high compressibility are the characteristics of soft soil. In addition to other techniques, reinforcement can also be used in increasing the strength and decreasing the deformation of this kind of soil. The results of an investigation into the effects of a natural fiber on the consolidation and shear strength behavior of Shanghai clayey soil reinforced with wheat straw fibers are presented in this paper. A series of one dimensional consolidation and triaxial tests were conducted on samples of unreinforced and reinforced Shanghai clayey soil with different percentages of randomly distributed wheat straw fibers. The results show that the preconsolidation pressure decreases and the coefficient of swelling and compression generally increase with increasing the fiber content until a optimum content value. Furthermore, the addition of wheat straw fiber leads to a significant increase in shear strength and friction angle of the natural soil and there is an optimum wheat fiber content that makes this increase maximal.     

夏季欧亚阻塞高压逐日演变的定量化分析

利用NCEP/NCAR 1998-06～1998-08逐日500 hPa高度场资料,对夏季欧亚阻塞高压的逐日演变作了定量化研究.结果发现,利用纬偏值作为基本量可以计算出乌拉尔山地区(25～80°E)、贝加尔湖地区(80～125°E)、鄂霍茨克海地区(125～170°E)3个区域阻塞高压的面积指数,该特征值能很好地揭示1998年夏季阻塞高压强度和位置变化的逐日演变特征,并且与我国1998年夏季降水的分布有重要的联系.     

Characteristics and generation mechanisms of key infrared radiation signals during damage evolution in sandstone

Acta Geotechnica - Infrared radiation count (IRC) is considered as an indicator for damage evolution of rocks. This new indicator links damage intensity and corresponding infrared radiation...     

新建岩石地层单位的基本要求——以多索曲组的创建为例

本文介绍了岩石地层单位的基本概念,今后新创或修订岩石地层单位应提供的资料和说明,并以多索曲组的创建为例,对有关基本要求进一步予以说明。     

多时间序列求关联维D_2

在利用Ｇ．Ｐ．法由单一时间序列计算关联维Ｄ_２的基础上，引入矩阵范数，提出了多时间序列数据联合计算关联维Ｄ_２的算法。这一算法是Ｇ．Ｐ．法的推广。验算结果表明这一算法正确、可行，能提高计算结果的可靠性。     

关联指数误差和样本容量

根据关联指数的定义，推导了ＧＰ法计算关联指数时的观测数据误差与关联指数误差的关系，导出了任意两个嵌入空间维上关联指数之差的表达式，并提出了一种确定样本容量限的方法。     

相对局部区域震源参数随机不确定性经验关系研究

在进行未来破坏性地震的强地面运动数值模拟时,震源参数选取的准确性对地震动预测的结果影响很大。震源参数的确定存在很多不确定性因素,既包含随机的不确定性因素,又包含认知的不确定性因素。本文在大量地震事件及文献调研的基础上,运用统计学方法对具备随机不确定性特征的震源参数进行统计研究,以震源参数经验公式的形态建立解释其随机性和不确定性的数学模型。为了研究局部地区震源参数的定标关系特征,获得更加适用于局部地震密集区域,尤其是包含中国大陆地区在内的局部区域的震源参数的经验关系,本文从GCMT地震目录中选取了1 700多个M_W≥5.5的地震事件,运用统计学方法研究地震密集地区的震源参数经验关系,包括震级、地震矩、破裂面积等,增加了相对较大的局部范围内凹凸体的地震样本数量,从统计学角度计算更加适合局部区域的震源参数的经验关系。统计结果表明:局部区域震例获得的震源参数的经验关系与不限区域震例获得的经验关系存在差异,尤其是涉及到断层破裂面积、凹凸体相关参数时差异较大,局部区域内震例获得的震源参数的经验关系将更具有代表性。应用本文获得的相对局部区域的经验公式计算未来破坏性地震的强地面运动所需的震源参数时,获得的地震动预测结果将更能体现目标区域真实的地震动特征,进而提高地震动预测结果的可靠性。      

天气学和天气预报的研究进展

全面回顾了75年来中国科学院大气物理研究所科研人员在气团、锋面、梅雨、寒潮、阻高、副高、暴雨、高低空急流、亚澳季风区内涡旋和对流等现象的天气学研究进展及其在不同时期所取得的研究成果,总结了在短中期天气预报及短期气候预测领域在模式发展和改进以及在数值模拟等方面所取得的成就和进展.同时指出模式发展和预测在中国数值天气预报及短期气候预测方面所做出的贡献.     

The relationship between extension of lower crust and displacement of the shelf break

With deep sea petroleum explorations become more and more popular,some geological phenomena have emerged:extension of lower crust and upper crust is inhomogeneous;shelf break has been moved rapidly after crustal stretching.These geological phenomena are important to the continental margin evolution.To investigate the thinning of the whole crust and the contribution of the upper crust versus the lower crust to the crustal stretching since the Cenozoic,we calculated the stretching factors of the upper and the lower crust based on the 13 seismic lines in the Baiyun Sag from CNOOC.The results indicated that the whole crustal thickness decreases seaward while the whole crustal stretching factor increases from shelf to slope.Our calculations showed that the lower crustal stretching factor is higher than that of the upper crust in the Baiyun Sag.In the Cenozoic,deformation of the Baiyun Sag is controlled mainly by ductile shearing rather than brittle shearing.Based on the numerical modeling,we can conclude the initial crust in the Baiyun Sag is thermally attenuated.The stretching factor(β)of the lower crust increases from the north to the south of the continental margin,indicating two stretching centers:the Baiyun Sag and the Liwan Sag.The geometry of the shelf break and theβisoline trap have the similar trend in 23.8 and 13.8 Ma,both located in the intense deforming zone of the lower crust,and therefore we conclude the stretching and flowing of the lower crust cause the displacement of the shelf break before and after 23.8 Ma.