An approximate method for evaluating the shear band thickness in saturated soils     

X. B. Lu  Wang Shuyun  Wang Yihua  Peng Cui 《国际地质力学数值与分析法杂志》2004,28(15):1533-1541

A formula for the thickness of a shear band formed in saturated soils under a simple shear or a combined stress state has been proposed. It is shown that the shear band thickness is dependent on the pore pressure properties of the material and the dilatancy rate, but is independent of the details of the combined stress state. This is in accordance with some separate experimental observations. Copyright © 2004 John Wiley & Sons, Ltd.  相似文献   

江汉盆地钻孔测井资料确定地应力最大水平主压应力方向     

高士钧  储昭坦 《大地测量与地球动力学》1997,(4)

利用钻孔测井资料并运用地层倾角测量信息分析法，给出了江汉盆地地应力最大水平主压应力方向为ＮＥ６０～６５°  相似文献   

Elastic solutions for stresses in a transversely isotropic half‐space subjected to three‐dimensional buried parabolic rectangular loads     

Cheng‐Der Wang  Jyh‐Jong Liao 《国际地质力学数值与分析法杂志》2002,26(14):1449-1476

In many areas of engineering practice, applied loads are not uniformly distributed but often concentrated towards the centre of a foundation. Thus, loads are more realistically depicted as distributed as linearly varying or as parabola of revolution. Solutions for stresses in a transversely isotropic half‐space caused by concave and convex parabolic loads that act on a rectangle have not been derived. This work proposes analytical solutions for stresses in a transversely isotropic half‐space, induced by three‐dimensional, buried, linearly varying/uniform/parabolic rectangular loads. Load types include an upwardly and a downwardly linearly varying load, a uniform load, a concave and a convex parabolic load, all distributed over a rectangular area. These solutions are obtained by integrating the point load solutions in a Cartesian co‐ordinate system for a transversely isotropic half‐space. The buried depth, the dimensions of the loaded area, the type and degree of material anisotropy and the loading type for transversely isotropic half‐spaces influence the proposed solutions. An illustrative example is presented to elucidate the effect of the dimensions of the loaded area, the type and degree of rock anisotropy, and the type of loading on the vertical stress in the isotropic/transversely isotropic rocks subjected to a linearly varying/uniform/parabolic rectangular load. Copyright © 2002 John Wiley & Sons, Ltd.  相似文献   

Magnitude of σ₁, σ₂, and σ₃ at mid-crustal levels in an orogenic belt: Microboudin method applied to an impure metachert from Turkey     

Toshiaki Masuda  Shotaro Nakayama  Nozomi Kimura  Atsushi Okamoto   《Tectonophysics》2008,460(1-4):230-236

We revised an equation for estimating palaeostress magnitude using the microboudin technique by incorporating the influence of time on the fracture strength of minerals. The equation was used to estimate triaxial palaeostresses from a rare sample of metachert from Turkey that contains microboudinaged, columnar tourmaline grains in a wide range of orientations within the foliation plane. The estimated principal palaeostresses are σ₁ = 605 MPa, σ₂ = 598 MPa, and σ₃ = 597 MPa. As the microboudinage is considered to have occurred immediately before the rock encountered the brittle-plastic transition during exhumation, these stress values correspond to conditions at approximately 18 km depth and 300 °C within a Cretaceous orogenic belt.  相似文献   

Effect of Inter-Column Spacing on Soil Stresses due to Vibro-Installed Stone Columns: Interesting Findings   总被引：1，自引：0，他引：1  

Hesham Elshazly  Mohamed Elkasabgy  Azza Elleboudy 《Geotechnical and Geological Engineering》2008,26(2):225-236

This paper reveals the interesting relation between the inter-column spacing and the corresponding alteration of soil state of stresses due to the vibro-installation technique. This relation is inferred from analyses for load settlement records of various field load tests, performed for stone columns arrangements with different inter-column spacing values. In order to have adequate confidence in the findings, a well-documented case history, involving three columns patterns along with their relevant field and laboratory test results, is utilized for this study. Moreover, a well-tested finite element model, capable of simulating both elasto-plastic and time dependent soil deformations as well as pore water pressure building and dissipation, is employed in the analysis. Instead of determining the soil response to the test load, based on known initial soil stresses and material properties, the analysis is inversely posed to determine the soil initial stresses, based on the recorded settlements and the post-installation material properties. The alteration in the soil state of stress is represented by the increase in the post-installation horizontal to vertical stress ratio, K*, as a function of the inter-column spacing. It is found that this alteration experiences a systematic decrease in its magnitude as the inter-column spacing increases.  相似文献   

盘山山前地下水与矿泉水污染成因分析   总被引：4，自引：0，他引：4  

李学美  赵子军  崔亚莉  刘雪松  卢长军 《水文地质工程地质》2008,35(1):112-116

文章利用主成分分析方法,结合揭示变量和样品之间在成因或空间上联系的对应分析,通过SPSS统计分析软件,对盘山山前地区地下水和矿泉水污染成因进行分析。研究表明,盘山山前存在地下水和矿泉水污染;局部范围的污染主要是由于食品厂等企业的排污引起的,污染成分主要是Cl-和NO3—N,主要污染地区是塔院地区,其次是西大佛塔至南营,污染程度与至污染源的距离有关;大部分地区存在三氮面状污染,农业氮肥的施用是其主要原因。  相似文献   

大鹏澳水域秋季浮游植物优势种的演替及其与春季的比较     

韦桂峰  王肇鼎  练健生 《热带海洋学报》2004,23(5):10-16

根据2002年11月在亚大湾大鹏澳进行的连续30d(每日采样一次)观测资料，运用主成分分析和多元回归分析相结合方法，分析大鹏澳非养殖区中各浮游植物优势种之间的关系及影响其生长与演替的主要理化因子．建立秋季浮游植物优势种演替模型，并与春季的大鹏澳现场调查建立的浮游植物优势种演替模型进行比较，分析生境变化(降雨)对浮游植物优势种演替过程的影响。结果表明，春，秋季浮游植物优势种发生不同的演替过程。春季浮游植物对资源的竞争较为激烈，大量降雨引起海水中营养盐浓度升高，促进并维持中肋骨条藻(Skeletonema costatum)高密度生长，待营养盐被大量消耗后，中肋骨条藻数量下降，减轻了对柔弱菱形藻(Nitzschia delicatissima)的生长压力而使其成为优势种；而秋季水温较低，浮游植物细胞数量较春季大为减少，中肋骨条藻和柔弱菱形藻对资源的竞争较为缓和，使外界环境变化成为影响优势种变化的主要原因；降雨期间虽然营养盐增加，但环境变化使浮游植物的生长受到限制，雨后柔弱菱形藻数量不能恢复，水体中高营养盐浓度促使中肋骨条藻出现生长峰值。  相似文献   

流形上的空间密度聚类算法研究     

刘峰  刘希玉  刘弘 《中国海洋大学学报(自然科学版)》2007,37(4):681-684,626

研究流形上的聚类分析，针对基于密度的空间聚类引入了流形概念，提出1种基于流形的密度聚类算法，该方法将流形的概念与聚类相结合，可以适用于样本为复杂分布的聚类。文中通过实例证明此算法的有效性。  相似文献   

An Experi mental Study on Wave-Induced Dynamic Stresses in Seabed     

S.C.Chang  L.K.Chien  J .G.Lin  Y.F.Chiu 《中国海洋工程》2006,20(1)

1 .IntroductionEvery year ,Taiwanis subjectedtotwo or three typhoonintrusions in average which always causedisasters . Most of the disasters which occur around the coastal zone are due to seabed instability andcoastal structure destruction caused bytyphoo…  相似文献   

基于空间数据库的山东城镇发展水平的空间统计分析     

单宝艳 《测绘科学》2008,33(4)

基于GIS空间数据库,对山东省108个城镇的综合发展水平进行了空间统计分析。首先选用了反映城市综合发展水平的14项指标,并进行了主成分分析,得出反映城镇综合发展水平的综合指标,并分析了山东省各城镇的综合发展水平与分布状况。然后利用该综合指标,对各个城镇进行了空间统计分析,通过计算全局空间自相关指标,分析认为山东省各城镇综合发展水平总体上未呈现空间相关关系;通过计算局部空间自相关指标,分析认为山东省68.5%的城镇分布存在非相似空间集聚特征。  相似文献