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有关应力-应变及其不变量若干问题的合理表述 被引量:1

Reasonable descriptions on some problems of stress-strain and their invariables
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摘要 提出在岩土工程应力-应变分析中建立统一坐标系的建议.在此基础上,系统地介绍了平面问题和空间问题中过某点的倾斜面上的应力确定方法并由此应用于八面体应力的确定;对八面体应力和π平面上的应力的几何和物理力学意义进行了比较说明;介绍了一种推导应力或应变洛德角表达式的简明方法;对各种剪应力的相对大小进行了合理的比较与说明. A suggestion that the coordinate system of stress and strain analysis in geotechnical engineering should be unified is made. Based on this, the methods to ascertain the stresses acting on the inclined planes in plane and spatial problems are introduced systematically. The analysis methods are applied in ascertaining the stresses acting on the octahedron. The geometric and physical mechanics meaning between stresses acting on octahedron and Pi plane is compared and explained. A concise method to deduce the Lode's angle is presented. The magnitude of different shear stresses is compared and expounded reasonably.
出处 《福州大学学报(自然科学版)》 CAS CSCD 北大核心 2005年第3期326-331,共6页 Journal of Fuzhou University(Natural Science Edition)
基金 福建省自然科学基金计划资助项目(项目编号:D0410012) 福建省教育厅科技基金资助项目(项目编号:JB03016)
关键词 应力-应变 八面体 π平面 洛德角 剪应力 stress-strain octahedron π plane Lode's angle shear stress
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参考文献3

  • 1蒋泳秋 穆霞英.塑性力学基础[M].北京:机械工业出版社,1981..
  • 2郑颖人 沈珠江 龚晓南.岩土塑性力学原理[M].北京:中国建筑工业出版社,2002..
  • 3Terzaghi K. Theoretical soil mechanics[M]. New York: J Wiley, 1943.

共引文献215

同被引文献13

  • 1段康廉,张文,胡耀青.应力与孔隙水压对煤体渗透性的影响[J].煤炭学报,1993,18(4):43-50. 被引量:8
  • 2LOUIS C. Rock hydraulics[C]//Lmuller Ed Rock mechanics, 1974:287 - 299.
  • 3WANG J A, PARK H D. Fluid permeability of sedimentary rocks in a complete stress-sWain process[J]. Engineering Geology, 2002, 63(4): 291 - 300.
  • 4FERFERA F M R, SARDA J P, BOUTECA M, et al. Experimental study of monophasic permeability changes under various stress paths[J]. International Journal of Rock Mechanics & Mining Sciences, 1997, 34(3/4): 413.
  • 5SCHULZE O, POPP T, KERN H. Development of damage and permeability in deforming rock salt[J]. Engineering Geology, 2001, 61(3): 163 - 180.
  • 6SKEMPTON A W. The pore-pressures coefficient A and B[J]. Geotechnique, 1954, 14(4): 13 - 47.
  • 7HENKEL D J. The shear strength of saturated remoulded clays[C]//Proceedings of the ASCE Conference on the Shear Strength of Cohesive Soils, University of Colorado, USA, 1960:533 - 554.
  • 8周远田.岩石应力与渗透率的关系[J].岩石力学与工程学报,1998,17(4):393-399. 被引量:9
  • 9马光第,赵阳升.煤体渗透性及其应用的研究[J].山西矿业学院学报,1990,8(3):145-155. 被引量:8
  • 10赵阳升,杨栋,郑少河,胡耀青.三维应力作用下岩石裂缝水渗流物性规律的实验研究[J].中国科学(E辑),1999,29(1):82-86. 被引量:68

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