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Mantle Transition Zone Structure Beneath Northeast Asia from 2-D
RESEARCH ARTICLE Mantle Transition Zone Structure Beneath Northeast 10.1029/2018JB016642 Asia From 2‐D Triplicated Waveform Modeling: Key Points: • The 2‐D triplicated waveform Implication for a Segmented Stagnant Slab fi ‐ modeling reveals ne scale velocity Yujing Lai1,2 , Ling Chen1,2,3 , Tao Wang4 , and Zhongwen Zhan5 structure of the Pacific stagnant slab • High V /V ratios imply a hydrous p s 1State Key Laboratory of Lithospheric Evolution, Institute of Geology and Geophysics, Chinese Academy of Sciences, and/or carbonated MTZ beneath 2 3 Northeast Asia Beijing, China, College of Earth Sciences, University of Chinese Academy of Sciences, Beijing, China, CAS Center for • A low‐velocity gap is detected within Excellence in Tibetan Plateau Earth Sciences, Beijing, China, 4Institute of Geophysics and Geodynamics, School of Earth the stagnant slab, probably Sciences and Engineering, Nanjing University, Nanjing, China, 5Seismological Laboratory, California Institute of suggesting a deep origin of the Technology, Pasadena, California, USA Changbaishan intraplate volcanism Supporting Information: Abstract The structure of the mantle transition zone (MTZ) in subduction zones is essential for • Supporting Information S1 understanding subduction dynamics in the deep mantle and its surface responses. We constructed the P (Vp) and SH velocity (Vs) structure images of the MTZ beneath Northeast Asia based on two‐dimensional ‐ Correspondence to: (2 D) triplicated waveform modeling. In the upper MTZ, a normal Vp but 2.5% low Vs layer compared with L. Chen and T. Wang, IASP91 are required by the triplication data. In the lower MTZ, our results show a relatively higher‐velocity [email protected]; layer (+2% V and −0.5% V compared to IASP91) with a thickness of ~140 km and length of ~1,200 km [email protected] p s atop the 660‐km discontinuity. -
Deep Earth Structure: Lower Mantle and D"
This article was originally published in Treatise on Geophysics, Second Edition, published by Elsevier, and the attached copy is provided by Elsevier for the author's benefit and for the benefit of the author's institution, for non-commercial research and educational use including without limitation use in instruction at your institution, sending it to specific colleagues who you know, and providing a copy to your institution’s administrator. All other uses, reproduction and distribution, including without limitation commercial reprints, selling or licensing copies or access, or posting on open internet sites, your personal or institution’s website or repository, are prohibited. For exceptions, permission may be sought for such use through Elsevier's permissions site at: http://www.elsevier.com/locate/permissionusematerial Lay T Deep Earth Structure: Lower Mantle and D″. In: Gerald Schubert (editor-in-chief) Treatise on Geophysics, 2nd edition, Vol 1. Oxford: Elsevier; 2015. p. 683-723. Author's personal copy 00 1.22 Deep Earth Structure: Lower Mantle and D T Lay, University of California Santa Cruz, Santa Cruz, CA, USA ã 2015 Elsevier B.V. All rights reserved. 1.22.1 Lower Mantle and D00 Basic Structural Attributes 684 1.22.1.1 Elastic Parameters, Density, and Thermal Structure 684 1.22.1.2 Mineralogical Structure 685 1.22.2 One-Dimensional Lower Mantle Structure 686 1.22.2.1 Body-Wave Travel Time and Slowness Constraints 687 1.22.2.2 Surface-Wave/Normal-Mode Constraints 688 1.22.2.3 Attenuation Structure 688 1.22.3 Three-Dimensional -
Title of Paper
Raw earth construction: is there a role for unsaturated soil mechanics ? D. Gallipoli, A.W. Bruno & C. Perlot Université de Pau et des Pays de l'Adour, Laboratoire SIAME, Anglet, France N. Salmon Nobatek, Anglet, France ABSTRACT: “Raw earth” (“terre crue” in French) is an ancient building material consisting of a mixture of moist clay and sand which is compacted to a more or less high density depending on the chosen building tech- nique. A raw earth structure could in fact be described as a “soil fill in the shape of a building”. Despite the very nature of this material, which makes it particularly suitable to a geotechnical analysis, raw earth construc- tion has so far been the almost exclusive domain of structural engineers and still remains a niche market in current building practice. A multitude of manufacturing techniques have already been developed over the cen- turies but, recently, this construction method has attracted fresh interest due to its eco-friendly characteristics and the potential savings of embodied, operational and end-of-life energy that it can offer during the life cycle of a structure. This paper starts by introducing the advantages of raw earth over other conventional building materials followed by a description of modern earthen construction techniques. The largest part of the manu- script is devoted to the presentation of recent studies about the hydro-mechanical properties of earthen materi- als and their dependency on suction, water content, particle size distribution and relative humidity. A raw earth structure therefore consists of com- pacted moist soil and may be described in geotech- 1 DEFINITION OF EARTHEN nical terms as a “soil fill in the shape of a building”. -
Chapter 3. the Crust and Upper Mantle
Theory of the Earth Don L. Anderson Chapter 3. The Crust and Upper Mantle Boston: Blackwell Scientific Publications, c1989 Copyright transferred to the author September 2, 1998. You are granted permission for individual, educational, research and noncommercial reproduction, distribution, display and performance of this work in any format. Recommended citation: Anderson, Don L. Theory of the Earth. Boston: Blackwell Scientific Publications, 1989. http://resolver.caltech.edu/CaltechBOOK:1989.001 A scanned image of the entire book may be found at the following persistent URL: http://resolver.caltech.edu/CaltechBook:1989.001 Abstract: T he structure of the Earth's interior is fairly well known from seismology, and knowledge of the fine structure is improving continuously. Seismology not only provides the structure, it also provides information about the composition, crystal structure or mineralogy and physical state. In subsequent chapters I will discuss how to combine seismic with other kinds of data to constrain these properties. A recent seismological model of the Earth is shown in Figure 3-1. Earth is conventionally divided into crust, mantle and core, but each of these has subdivisions that are almost as fundamental (Table 3-1). The lower mantle is the largest subdivision, and therefore it dominates any attempt to perform major- element mass balance calculations. The crust is the smallest solid subdivision, but it has an importance far in excess of its relative size because we live on it and extract our resources from it, and, as we shall see, it contains a large fraction of the terrestrial inventory of many elements. In this and the next chapter I discuss each of the major subdivisions, starting with the crust and ending with the inner core. -
Italy and China Sharing Best Practices on the Sustainable Development of Small Underground Settlements
heritage Article Italy and China Sharing Best Practices on the Sustainable Development of Small Underground Settlements Laura Genovese 1,†, Roberta Varriale 2,†, Loredana Luvidi 3,*,† and Fabio Fratini 4,† 1 CNR—Institute for the Conservation and the Valorization of Cultural Heritage, 20125 Milan, Italy; [email protected] 2 CNR—Institute of Studies on Mediterranean Societies, 80134 Naples, Italy; [email protected] 3 CNR—Institute for the Conservation and the Valorization of Cultural Heritage, 00015 Monterotondo St., Italy 4 CNR—Institute for the Conservation and the Valorization of Cultural Heritage, 50019 Sesto Fiorentino, Italy; [email protected] * Correspondence: [email protected]; Tel.: +39-06-90672887 † These authors contributed equally to this work. Received: 28 December 2018; Accepted: 5 March 2019; Published: 8 March 2019 Abstract: Both Southern Italy and Central China feature historic rural settlements characterized by underground constructions with residential and service functions. Many of these areas are currently tackling economic, social and environmental problems, resulting in unemployment, disengagement, depopulation, marginalization or loss of cultural and biological diversity. Both in Europe and in China, policies for rural development address three core areas of intervention: agricultural competitiveness, environmental protection and the promotion of rural amenities through strengthening and diversifying the economic base of rural communities. The challenge is to create innovative pathways for regeneration based on raising awareness to inspire local rural communities to develop alternative actions to reduce poverty while preserving the unique aspects of their local environment and culture. In this view, cultural heritage can be a catalyst for the sustainable growth of the rural community. -
Scientific Research of the Sco Countries: Synergy and Integration 上合组织国家的科学研究:协同和一体化
SCIENTIFIC RESEARCH OF THE SCO COUNTRIES: SYNERGY AND INTEGRATION 上合组织国家的科学研究:协同和一体化 Materials of the Date: International Conference November 19 Beijing, China 2019 上合组织国家的科学研究:协同和一体化 国际会议 参与者的英文报告 International Conference “Scientific research of the SCO countries: synergy and integration” Part 1: Participants’ reports in English 2019年11月19日。中国北京 November 19, 2019. Beijing, PRC Materials of the International Conference “Scientific research of the SCO countries: synergy and integration”. Part 1 - Reports in English (November 19, 2019. Beijing, PRC) ISBN 978-5-905695-74-2 这些会议文集结合了会议的材料 - 研究论文和科学工作 者的论文报告。 它考察了职业化人格的技术和社会学问题。 一些文章涉及人格职业化研究问题的理论和方法论方法和原 则。 作者对所引用的出版物,事实,数字,引用,统计数据,专 有名称和其他信息的准确性负责 These Conference Proceedings combine materials of the conference – research papers and thesis reports of scientific workers. They examines tecnical and sociological issues of research issues. Some articles deal with theoretical and methodological approaches and principles of research questions of personality professionalization. Authors are responsible for the accuracy of cited publications, facts, figures, quotations, statistics, proper names and other information. ISBN 978-5-905695-74-2 © Scientific publishing house Infinity, 2019 © Group of authors, 2019 CONTENTS ECONOMICS 可再生能源发展的现状与前景 Current state and prospects of renewable energy sources development Linnik Vladimir Yurievich, Linnik Yuri Nikolaevich...........................................12 JURISPRUDENCE 法律领域的未命名合同 Unnamed contracts in the legal field Askarov Nosirjon Ibragimovich...........................................................................19 -
Earth's Structure and Processes 8-3 the Student Will Demonstrate An
Earth’s Structure and Processes 8-3 The student will demonstrate an understanding of materials that determine the structure of Earth and the processes that have altered this structure. (Earth Science) 8-3.1 Summarize the three layers of Earth – crust, mantle, and core – on the basis of relative position, density, and composition. Taxonomy level: 2.4-B Understand Conceptual Knowledge Previous/future knowledge: Students in 3rd grade (3-3.5, 3-3.6) focused on Earth’s surface features, water, and land. In 5th grade (5-3.2), students illustrated Earth’s ocean floor. The physical property of density was introduced in 7th grade (7-5.9). Students have not been introduced to areas of Earth below the surface. Further study into Earth’s internal structure based on internal heat and gravitational energy is part of the content of high school Earth Science (ES-3.2). It is essential for students to know that Earth has layers that have specific conditions and composition. Layer Relative Position Density Composition Crust Outermost layer; thinnest Least dense layer overall; Solid rock – mostly under the ocean, thickest Oceanic crust (basalt) is silicon and oxygen under continents; crust & more dense than Oceanic crust - basalt; top of mantle called the continental crust (granite) Continental crust - granite lithosphere Mantle Middle layer, thickest Density increases with Hot softened rock; layer; top portion called depth because of contains iron and the asthenosphere increasing pressure magnesium Core Inner layer; consists of Heaviest material; most Mostly iron and nickel; two parts – outer core and dense layer outer core – slow flowing inner core liquid, inner core - solid It is not essential for students to know specific depths or temperatures of the layers. -
Earth Layers Rocks
Released SOL Test Questions 4. Which of these best describes the relationship between Sorted by Topic Earth’s layers? Compiled by SOLpass – www.solpass.org (2007-12) a. The hottest layers are closest to the core. SOL 5.7 Earth’s Constantly b. The more liquid layers are closest to the crust. Changing Surface c. The lightest layers are closest to the core. The student will investigate and understand how Earth’s d. The more metallic layers are closest to the crust. surface is constantly changing. Key concepts include 5. What layer of Earth is located just below the crust? a) identification of rock types (2007-26) b) the rock cycle and how transformations between rocks a. Inner core occur b. Mantle c) Earth history and fossil evidence c. Continental shelf d) the basic structure of Earth’s interior d. Outer core e) changes in Earth’s crust due to plate tectonics 6. Which of these Earth layers is the thinnest? f) weathering, erosion, and deposition; and (2003-24) g) human impact a. The inner core b. The outer core EARTH LAYERS c. The mantle 1. Which layer of Earth is the thinnest? d. The crust (2011-34) a. Inner core ROCKS b. Crust 7. Pumice is formed when lava from a volcano cools. Which c. Outer core rock type is pumice? d. Mantle (2011-26) a. Gaseous rock 2. Earth is composed of four layers. Many scientists believe that as Earth cooled, the denser materials sank to the b. Igneous rock center and the less dense materials rose to the top. -
Evaluation of Seismic Performance in Mechanically Stabilized Earth Structures
Evaluation of seismic performance in Mechanically Stabilized Earth structures J.E. Sankey The Reinforced Earth Company, Vienna, Virginia – USA P. Segrestin Freyssinet International, Velizy, France ABSTRACT: Recent earthquake events have brought about renewed interest in the response of a variety of structures to seismic loads. In the case of mechanically stabilized earth structures, such as Reinforced Earth®, current seismic design codes do not appear to fully incorporate their inherent flexibility. A brief catalogue of major earthquakes and corresponding descriptions regarding the condition of local Reinforced Earth structures is provided to demonstrate the realistic flexibility of the structures. A call for better consideration of the ductile response of Reinforced Earth is recommended based on its flexible composition of discrete steel reinforcements and select soil matrix. 1 BACKGROUND subjected to seismic events in the Northridge, Kobe and Izmit Earthquakes. The actual physical In the last decade there have been major earthquake condition will then be compared to the criteria used events in the United States (Northridge, California, in design for the walls. Even in cases where the 1994, 6.7 Richter magnitude), Japan (Great Hanshin, seismic accelerations exceeded the design Kobe, 1995, 7.2 Richter magnitude), and Turkey accelerations, it will be shown that little if any (North Anatolian, Izmit, 1999, 7.4 Richter distress resulted. The rationale shall be presented magnitude). The Northridge Earthquake was that the ductility of the Reinforced Earth may allow responsible for 57 deaths, 11,000 injuries and $20 minor permanent deflections to occur without billion US in damages. The Kobe Earthquake was a distress that would affect service life. -
Lecture Liquefaction of Soils During Earthquakes I.M
LECTURE LIQUEFACTION OF SOILS DURING EARTHQUAKES I.M. Idriss Woodward-Clyde Consultants San Francisco, California, U.S.A. DEFINITION OF TERMS The following definitions perta1n1ng to cyclic loading conditions are based on slight modifications of those originally proposed by Lee and Seed (1967). FAILURE: When the induced cyclic: strains become excessive. COMPLETE LIQUEFACTION: When a soil exhibits no resistance to de formation over a wide strain range. PARTIAL LIQUEFACTION: When a soil exhibits no resistance to de formation over a strain range less than that considered to cons titute failure. INITIAL LIQUEFACTION: When a soil first exhibits any degree of partial liquefaction during cyclic loading. Ordinarily, the fir@t condition reached is INITIAL LIQUEFACTION, followed by PARTIAL, and COMPLETE liquefaction, with FAILURE being reached at some stage during the partial or complete liquefaction stages. The following definitions are given by Seed, Arango and Chan (1975) : INITIAL LIQUEFACTION: Denotes a condition where ,during the course of cyclic stress applications, the residual pore water pressure on completion of any full stress cycle becomes equal to the applied 507 J. B. MlUtins (ed.), Numerical Methods in GeomechanicB, 507-530. Copyright e 1982 by D. Reidel Publishing Company. 508 1. M.IDRISS confining pressure; the development of initial liquefaction has no implications concerning the magnitude of the deformations which the soil might subsequently undergo; however,it defines a condition which is a useful basis for assessing various possible forms of subsequent soil behavior. INITIAL LIQUEFACTION WITH LIMITED STRAIN POTENTIAL OR CYCLIC MOBI LITY: Denotes a condition in which cyclic stress applications develop a condition of initial liquefaction and subsequent cyclic stress applications cause limited strains to develop either be cause of the remaining resistance of the soil to deformation or because the soil dilates, the pore pressure drops, and the soil stabilizes under the applied loads. -
INTERIOR of the EARTH / an El/EMEI^TARY Xdescrrpntion
N \ N I 1i/ / ' /' \ \ 1/ / / s v N N I ' / ' f , / X GEOLOGICAL SURVEY CIRCULAR 532 / N X \ i INTERIOR OF THE EARTH / AN El/EMEI^TARY xDESCRrPNTION The Interior of the Earth An Elementary Description By Eugene C. Robertson GEOLOGICAL SURVEY CIRCULAR 532 Washington 1966 United States Department of the Interior CECIL D. ANDRUS, Secretary Geological Survey H. William Menard, Director First printing 1966 Second printing 1967 Third printing 1969 Fourth printing 1970 Fifth printing 1972 Sixth printing 1976 Seventh printing 1980 Free on application to Branch of Distribution, U.S. Geological Survey 1200 South Eads Street, Arlington, VA 22202 CONTENTS Page Abstract ......................................................... 1 Introduction ..................................................... 1 Surface observations .............................................. 1 Openings underground in various rocks .......................... 2 Diamond pipes and salt domes .................................. 3 The crust ............................................... f ........ 4 Earthquakes and the earth's crust ............................... 4 Oceanic and continental crust .................................. 5 The mantle ...................................................... 7 The core ......................................................... 8 Earth and moon .................................................. 9 Questions and answers ............................................. 9 Suggested reading ................................................ 10 ILLUSTRATIONS -
The Eyes Have It
news and views flow of heat and matter in the interior2. This Irifune and Isshiki1 have shown such transition to higher pressures (as can be seen flow, in turn, drives the tectonic evolution artificial separation to be misleading by in Irifune and Isshiki’s Fig. 3 on page 704), so of the surface, including the occurrence of experimentally demonstrating Mg–Fe ex- the onset of the transition in pyrolite is post- volcanism and seismicity. change between a, b, garnet and clino- poned to greater depths relative to that in Olivine, a solid solution of forsterite pyroxene. We have known5 for some time Fo89. On the other side of the phase change, b (Mg2SiO4) and fayalite (Fe2SiO4), has the that the proportions of these minerals vary does not partition Fe into garnet as strong- a b approximate composition (Mg0.89 Fe0.11)2SiO4 with depth, as shown by the bold white lines ly as does , so is not initially Mg-enriched, (called forsterite-89 or Fo89) in samples from in Fig. 1, but Irifune and Isshiki have now and the completion of the a–b transition the shallow mantle. It transforms from the measured the accompanying variations in is not postponed relative to Fo89. The net olivine (a) phase to wadsleyite (b), changing the compositions of coexisting minerals, effect of postponing onset but not co8m- again to ringwoodite (g) at greater depths shown by the colours. In isolated Fo89 pletion is to concentrate the transition into and eventually breaking down to a mixture of olivine, mineral compositions must remain a narrower range of depths, decreasing the silicate perovskite and magnesiowüstite.