Chapter 3. the Crust and Upper Mantle
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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”. -
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. -
The Deep Structure of Continents
VOL. 84, NO. B I3 JOURNAL OF GEOPHYSICAL RESEARCH DECEMBER 10, 1979 The Deep Structure of Continents DON L. ANDERSON SeismologicalLaboratory, California Institute of Technology,Pasadena, California 91125 The Lehmann discontinuityat 220-km depth is an important global feature which occursunder both oceansand continents.It is a barrier to penetrationby younglithosphere and marks the baseof seismic- ity in regionsof continent-continentcollision. The stronglateral variationin uppermantle velocitiesoc- cursmainly abovethis depth. Continentalroots extend no deeperthan about 150-200 km. The basalt- eclogitetransformation and eclogite-harzburgiteseparation may be responsiblefor the geometryof inter- mediatedepth earthquakes.Oceanic and continentalgeotherms converge above about 200 km and be- comeless steep than the meltinggradient at greaterdepth. This impliesa low viscositychannel near 250 km. This would give a decouplingzone of maximumshear beneath continental shields. The Lehmann discontinuitymay be the interfacebetween two distinctgeochemical reservoirs. The velocityjump, and the inferreddensity jump, at 220 km are consistentwith an increasein garnetcontent. The mantle may be garnetlherzolite above and eclogiteimmediately below the Lehmanndiscontinuity. The transitionre- gion may be mainly eclogiteand be the sourceregion for oceanictholeiites. INTRODUCTION nental values[Jordan and Anderson,1974; Jordan, 1975].Hart et al. [1977] determined an attenuation corrected free oscilla- Continental lithosphereis much thicker than oceanic litho- sphere,but the question of how thick a sectionof continent tion averageearth model, QM2, which is comparedwith the translatescoherently during continental drift has not yet been continentalmodel SHR14 of Helmbergerand Engen[1974] in adequatelyaddressed. The bottom of the low-velocity zone is Figure 2. A more direct comparisonis the Pacific-easternU.S. usuallyconsidered to be the bottom of the asthenosphereand curve which is from Cara's [1979] surfacewave study. -
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. -
Structure of the Earth
TheThe Earth’sEarth’s StructureStructure fromfrom TravelTravel TimesTimes SphericallySpherically symmetricsymmetric structure:structure: PREMPREM --CCrustalrustal StructuStructurree --UUpperpper MantleMantle structustructurree PhasePhase transitiotransitionnss AnisotropyAnisotropy --LLowerower MantleMantle StructureStructure D”D” --SStructuretructure ofof thethe OuterOuter andand InnerInner CoreCore 3-3-DD StStructureructure ofof thethe MantleMantle fromfrom SeismicSeismic TomoTomoggrraphyaphy --UUpperpper mantlemantle -M-Miidd mmaannttllee -L-Loowweerr MMaannttllee Seismology and the Earth’s Deep Interior The Earth’s Structure SphericallySpherically SymmetricSymmetric StructureStructure ParametersParameters wwhhichich cancan bebe determineddetermined forfor aa referencereferencemodelmodel -P-P--wwaavvee v veeloloccitityy -S-S--wwaavvee v veeloloccitityy -D-Deennssitityy -A-Atttteennuuaattioionn ( (QQ)) --AAnisonisotropictropic parame parametersters -Bulk modulus K -Bulk modulus Kss --rrigidityigidity µ µ −−prepresssuresure - -ggravityravity Seismology and the Earth’s Deep Interior The Earth’s Structure PREM:PREM: velocitiesvelocities andand densitydensity PREMPREM:: PPreliminaryreliminary RReferenceeference EEartharth MMooddelel (Dziewonski(Dziewonski andand Anderson,Anderson, 1981)1981) Seismology and the Earth’s Deep Interior The Earth’s Structure PREM:PREM: AttenuationAttenuation PREMPREM:: PPreliminaryreliminary RReferenceeference EEartharth MMooddelel (Dziewonski(Dziewonski andand Anderson,Anderson, 1981)1981) Seismology and the -
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. -
Upper-Mantle Low-Velocity Zone Structure Beneath the Kaapvaal Craton from S-Wave Receiver Functions
Geophys. J. Int. (2009) doi: 10.1111/j.1365-246X.2009.04178.x Upper-mantle low-velocity zone structure beneath the Kaapvaal craton from S-wave receiver functions Samantha E. Hansen,1 Andrew A. Nyblade,2 Jordi Julia,` 1 Paul H.G.M. Dirks3 and Raymond J. Durrheim3 1Department of Geosciences, 407 Deike Bldg., Pennsylvania State University, University Park, PA 16802, USA. E-mail: [email protected] 2Department of Geosciences, 447 Deike Bldg., Pennsylvania State University, University Park, PA 16802, USA 3School of Geosciences, University of the Witwatersrand, Private Bag X3, Wits 2050, South Africa Accepted 2009 March 10. Received 2009 February 9; in original form 2008 October 3 SUMMARY The southern African Plateau is marked by anomalously high elevations, reaching 1–2 km above sea level, and there is much debate as to whether this topography is compensated by a lower mantle source or by elevated temperatures in the upper mantle. In this study, we use S-wave receiver functions (SRFs) to estimate the lithospheric thickness and sublithospheric mantle velocity structure beneath the Kaapvaal craton, which forms the core of the Plateau. To fit the SRF data, a low-velocity zone (LVZ) is required below a ∼160-km-thick lithospheric lid, but the LVZ is no thicker than ∼90 km. Although the lid thickness obtained is thinner than that reported in previous SRF studies, neither the lid thickness nor the shear velocity decrease (∼4.5%) associated with the LVZ is anomalous compared to other cratonic environ- ments. Therefore, we conclude that elevated temperatures in the sublithospheric upper mantle contribute little support to the high elevations in this region of southern Africa. -
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 Upper Mantle and Transition Zone
The Upper Mantle and Transition Zone Daniel J. Frost* DOI: 10.2113/GSELEMENTS.4.3.171 he upper mantle is the source of almost all magmas. It contains major body wave velocity structure, such as PREM (preliminary reference transitions in rheological and thermal behaviour that control the character Earth model) (e.g. Dziewonski and Tof plate tectonics and the style of mantle dynamics. Essential parameters Anderson 1981). in any model to describe these phenomena are the mantle’s compositional The transition zone, between 410 and thermal structure. Most samples of the mantle come from the lithosphere. and 660 km, is an excellent region Although the composition of the underlying asthenospheric mantle can be to perform such a comparison estimated, this is made difficult by the fact that this part of the mantle partially because it is free of the complex thermal and chemical structure melts and differentiates before samples ever reach the surface. The composition imparted on the shallow mantle by and conditions in the mantle at depths significantly below the lithosphere must the lithosphere and melting be interpreted from geophysical observations combined with experimental processes. It contains a number of seismic discontinuities—sharp jumps data on mineral and rock properties. Fortunately, the transition zone, which in seismic velocity, that are gener- extends from approximately 410 to 660 km, has a number of characteristic ally accepted to arise from mineral globally observed seismic properties that should ultimately place essential phase transformations (Agee 1998). These discontinuities have certain constraints on the compositional and thermal state of the mantle. features that correlate directly with characteristics of the mineral trans- KEYWORDS: seismic discontinuity, phase transformation, pyrolite, wadsleyite, ringwoodite formations, such as the proportions of the transforming minerals and the temperature at the discontinu- INTRODUCTION ity. -
Reinforced Earth: Principles and Applications in Engineering Construction
International Journal of Advanced Academic Research | Sciences, Technology & Engineering | ISSN: 2488-9849 Vol. 2, Issue 6 (June 2016) REINFORCED EARTH: PRINCIPLES AND APPLICATIONS IN ENGINEERING CONSTRUCTION Okechukwu, S.I; Okeke, O. C; Akaolisa, C. C. Z; Jack, L. And Akinola, A. O. Department of Geology, Federal University of Technology, Owerri, Imo State, Nigeria Abstract Reinforced earth is a material formed by combining earth and reinforcement material. The reinforced soil is obtained by placing extensible or inextensible materials such as metallic strips or polymeric reinforcement within the soil to obtain the requisite properties. The reinforcement enables the soil mass to resist tension in a way which the earth alone could not. The source of this resistance to tension is the internal friction of soil, because the stresses that are created within the mass are transferred from soil to the reinforcement strips by friction. Reinforcement of soil is practiced to improve the mechanical properties of the soil being reinforced by the inclusion of structural elements. The reinforcement improves the earth by increasing the bearing capacity of the soil. It also reduces the liquefaction behavior of the soil. Reinforced earth is not complex to achieve. The components of reinforced earth are soil, skin and reinforcing material. The reinforcing material may include steel, concrete, glass, planks etc. Reinforced earth has so many applications in construction work. Some of the applications include its use in stabilization of soil, construction of retaining walls, bridge abutments for highways, industrial and mining structures. Keywords: Reinforcement, Reinforced earth. 1.0 Introduction An internally stabilized system such as reinforced earth involves reinforcements installed within and extending beyond the potential failure mass.