Model Test of Sand Restraining Force on Pipeline     

Zhang Jianguo Yan Chi Yan Shuwang Lecturer  Dept. of Hydraulic Eng.  Tianjin University  Tianjin Associate Professor  Dept. of Hydraulic Eng.  Tianjin University  Tianjin Professor  Dept. of Hydraulic Eng.  Tianjin University  Tianjin 《中国海洋工程》1996,(1)

This paper describes the model tests for determining the axial friction and the lateral resistance of sand to pipeline by using fine sand and prototype pipeline, and the calculation method based on limit analysis theory is verified. The effect of cyclic loading is considered in the test.  相似文献   

Water equivalent method for city phytostructure of Indonesia     

G. Samudro B. Eng.  M. Eng.  S. Mangkoedihardjo B. Eng.  M.Sc.  E.S.  Ph.D. 《International Journal of Environmental Science and Technology》2006,3(3):261-267

This paper proposed a simple method and rapid to carry out for organizing city phytostructure. Carbon dioxide sequestration was addressed and referred to population number instead of city area. The unit storage of carbon dioxide, which was nothing less than greenspace area, was determined using equivalent method of determining unit storage of water. For various population number (P) of city area in Indonesia, the greenspace unit (GU) was 29P^?0.3 ? 3.2, and the greenspace area (GA) was 29P⁰⁷–3.2P. Greenspace distribution was preferably on wetlands, river lines, top ground level, and north south direction.  相似文献   

Mineralogy and geochemistry of granitoids from Kinnaur region,Himachal Higher Himalaya,India: Implication on the nature of felsic magmatism in the collision tectonics     

Brajesh Singh  Santosh Kumar  Masao Ban  Kazuo Nakashima 《Journal of Earth System Science》2016,125(7):1329-1352

Felsic magmatism in the southern part of Himachal Higher Himalaya is constituted by Neoproterozoic granite gneiss (GGn), Early Palaeozoic granitoids (EPG) and Tertiary tourmaline-bearing leucogranite (TLg). Magnetic susceptibility values (<3 ×10^?3 SI), molar Al₂ O ₃/(CaO + Na₂ O + K ₂O) (≥1.1), mineral assemblage (bt–ms–pl–kf–qtz ± tur ± ap), and the presence of normative corundum relate these granitoids to peraluminous S-type, ilmenite series (reduced type) granites formed in a syncollisional tectonic setting. Plagioclase from GGn (An₁₀–An₃₁) and EPG (An₁₅–An₃₃) represents oligoclase to andesine and TLg (An₂–An₁₅) represents albite to oligoclase, whereas compositional ranges of K-feldspar are more-or-less similar (Or₈₈ to Or₉₅ in GGn, Or₈₆ to Or₉₇ in EPG and Or₈₇ to Or₉₄ in TLg). Biotites in GGn (Mg/Mg + Fe^t= 0.34–0.45), EPG (Mg/Mg + Fe^t= 0.27–0.47), and TLg (Mg/Mg + Fe^t= 0.25–0.30) are ferribiotites enriched in siderophyllite, which stabilised between FMQ and HM buffers and are characterised by dominant 3Fe\(\rightleftharpoons \)2Al, 3Mg\(\rightleftharpoons \)2Al substitutions typical of peraluminous (S-type), reducing felsic melts. Muscovite in GGn (Mg/Mg + Fe^t=0.58–0.66), EPG (Mg/Mg + Fe^t=0.31?0.59), and TLg (Mg/Mg + Fe^t=0.29–0.42) represent celadonite and paragonite solid solutions, and the tourmaline from EPG and TLg belongs to the schorl-elbaite series, which are characteristics of peraluminous, Li-poor, biotite-tourmaline granites. Geochemical features reveal that the GGn and EPG precursor melts were most likely derived from melting of biotite-rich metapelite and metagraywacke sources, whereas TLg melt appears to have formed from biotite-muscovite rich metapelite and metagraywacke sources. Major and trace elements modelling suggest that the GGn, EPG and TLg parental melts have experienced low degrees (～13, ～17 and ～13%, respectively) of kf–pl–bt fractionation, respectively, subsequent to partial melting. The GGn and EPG melts are the results of a pre-Himalayan, syn-collisional Pan-African felsic magmatic event, whereas the TLg is a magmatic product of Himalayan collision tectonics.  相似文献   

A direction-dependent shear strength criterion for rock joints with two new roughness parameters     

Liren Ban  Chengzhi Qi  Chunsheng Lu 《Arabian Journal of Geosciences》2018,11(16):466

The surface morphology of a rock joint is closely related to its mechanical properties. To reasonably characterize a rock surface, two new roughness parameters were proposed in this paper. One is related to the average slope angle of asperities that contribute to the shear strength, and the other reflects the frictional behavior of asperities that is defined as the maximum possible contact area in the shear direction. Taking the standard joint roughness coefficient profiles as example, these two roughness parameters can be applied to describe the directional characteristics of shear strength. Based on their relationships with initial dilation angles, the proposed roughness parameters were incorporated into a peak shear strength criterion. It is shown that the predicted peak shear strength is consistent with experimental data, and there is a power–law relationship. The application range of new roughness parameters was determined, which may facilitate a measurement process.  相似文献   

DARCY'S COEFFICIENT OF PERMEABILITY AS SYMMETRIC TENSOR OF SECOND RANK     

A. C. LIAKOPOULOS Dr. Eng. 《水文科学杂志》2013,58(3):41-48

Synopsis

The dynamic equation of motion that governs the laminar flow of water through soils is the empirical equation of Darcy. According to Darcy's equation the velocity of the flowing water is proportional to the hydraulic gradient under which the water is flowing, with the constant of proportionality being the coefficient of permeability. The interesting question arising is whether or not the coefficient of permeability is a scalar quantity (having only a magnitude) or a vector (having both magnitude and direction). It is proved, in the present paper, that the permeability coefficient is neither a scalar nor a vector but a symmetric tensor of second rank. The fact that the permeability tensor is symmetric gives rise to great simplifications and permits a simple graphical construction of the tensor ellipsoid. Having the tensor ellipsoid, the determination of the direction at which the water will flow under a known imposed hydraulic gradient can be found graphically. In case of isotropic soils (the permeability coefficient has the same value along any direction) the ellipsoid reduces to a sphere and the tensor becomes a scalar. In the general case of anisotropic soils the permeability tensor is an entity with nine elements, six of which are independent representing pure extension or contraction along the three principal coordinate axes, thus transforming the permeability sphere into an ellipsoid and vice versa. It should be noted that in anisotropic soils the only directions along which the flow takes place in the direction of the hydraulic gradient are those of the principal axes of the tensor ellipsoid.

Permeability tests were conducted on anisotropic sandstone samples taken at different directions with respect to rectangular coordinates. The permeability coefficient values plotted on a two-dimensional polar coordinate graph paper give rise to an ellipse substantiating therefore the tensor concept of the permeability coefficient. The graphical construction of the tensor ellipse and the use of it in order to obtain the direction of flow by knowing the direction of the hydraulic gradient is also shown.  相似文献   

MENTAL MAPS AND RESIDENTIAL DESIRABILITY. A SINGAPORE STUDY     

Teo Siew Eng 《Singapore journal of tropical geography》1995,15(2):171-187

This paper examines the perceptual images and residential desirability of public and private housing residents in Clementi housing estate in Singapore. Residents’ mental maps are established in terms of their levels of knowledgeability of activity nodes tied to various aspects of their lives, namely, workplaces, recreational and sports centres, shops and residential areas. The way the mental maps shape residents’ perceptions of what are desirable and non-desirable places to live in are also discussed. The paper highlights the significance of socio-economic differences, length of residence, physical proximity, levels of interaction and cultural leanings in influencing the mental maps and residential preferences of urban residents in Singapore  相似文献   

CT在脑血管病急性期定性诊断中的应用     

杨炳森  刁振华  林秀极  齐莲英  孙贻忠  班贵江 《CT理论与应用研究》1994,(1)

本文应用ＣＴ对４２例脑血管病急性期病人进行检查，结果表明：ＣＴ在脑血管病急性期定性诊断中具有首选价值．尤其对出血性脑血管病最为实用，对超早期缺血性脑血管病虽然不如ＭＲＩ敏感，但应用ＣＴ动感观察可以弥补这方面的不足，这对无设备的单位更为重要，ＤＳＡ对脑动脉瘤、脑动静脉畸型、脑血管狭窄的诊断较特异。  相似文献   

长输管道抗震研究的新进展   总被引：2，自引：0，他引：2  

陈贵清  郝婷玥  吴班  王兴国 《地震工程与工程振动》2006,26(3):193-196

本文主要从以下4个方面:地震对长输管道的危害、长输管道震害的研究方法、管道抗震分析和管道抗震的措施,介绍了近几年长输管道抗震方面的研究进展,指出了今后长输管道的研究方向。  相似文献   

Genetic relationship of metamorphic reaction and dehydration-melting     

Fulai Liu  Qihan Shen  Yuansheng Eng  Xuechun Xu  Rui Ma 《中国科学D辑(英文版)》1998,41(1):49-56

The high-temperature and pressure experimental data of garnet, sillimantite and biotite-bearing potash feldspar gneiss (SGBG, natural block rock) has shown that metamorphic reactions between garnet and melt, and mineral assemblage evolutional features are not only controlled byP-T condition, but also genetically correlate with dehydration-melting of biotite and partial melting of felsic minerals. Combining experimental data with theoretical analyses, the genetic mechanism of metamorphic reaction and its dynamic significance have been demonstrated in the process of metamorphic evolution of khondalite series on the border of Jin (Shanxi Province)-Inner Mongolia. Project supported by the Youth Geologist Foundation of Ministry of Geology and Mineral Resources of China, the Post-docter Foundation and the National Natural Science Foundation of China (Grant No. 49572138).  相似文献   

Computational microstructure modeling to estimate progressive moisture damage behavior of asphaltic paving mixtures     

Hoki Ban  Yong‐Rak Kim  Suk‐Keun Rhee 《国际地质力学数值与分析法杂志》2013,37(13):2005-2020

This paper presents a computational microstructure model to estimate the progressive moisture damage of multiphase asphaltic paving mixtures. Moisture damage because of water transport is incorporated with mechanical loading through a finite element method. To simulate nonlinear damage evolution in the mixtures, the model includes Fickian moisture diffusion, a cohesive zone model to simulate the gradual fracture process, and a degradation characteristic function to represent the reduction of material properties because of moisture infiltration. With the model developed, various parametric analyses are conducted to investigate how each model parameter affects the material‐specific moisture damage mechanism and damage resistance potential of the mixtures. Analysis results clearly demonstrate the significance of physical and mechanical properties of mixture components and geometric characteristics of microstructure for the better design of asphaltic paving mixtures and roadway structures. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献