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Material and Elastic Properties of Al-Tobermorite in Ancient Roman Seawater Concrete

机译:古代罗马海水混凝土中铝硅钙石的材料和弹性性能

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摘要

The material characteristics and elastic properties of aluminum-substituted 11 A tobermorite in the relict lime clasts of 2000-year-old Roman seawater harbor concrete are described with TG-DSC and ~(29)Si MAS NMR studies, along with nanoscale tomography, X-ray microdiffraction, and high-pressure X-ray diffraction synchrotron radiation applications. The crystals have aluminum substitution for silicon in tetrahedral bridging and branching sites and 11.49(3) A interlayer (002) spacing. With prolonged heating to 350℃, the crystals exhibit normal behavior. The experimentally measured isothermal bulk modulus at zero pressure, K_0, 55 ±5 GPa, is less than ab initio and molecular dynamics models for ideal tobermorite with a double-silicate chain structure. Even so, K_0, is substantially higher than calcium-aluminum-silicate-hydrate binder (C-A-S-H) in slag concrete. Based on nanoscale tomographic study, the crystal clusters form a well connected solid, despite having about 52% porosity. In the pumiceous cementitious matrix, Al-tobermorite with 11.27 A interlayer spacing is locally associated with phil-lipsite, similar to geologic occurrences in basaltic tephra. The ancient concretes provide a sustainable prototype for producing Al-tobermorite in high-performance concretes with natural volcanic pozzolans.
机译:用TG-DSC和〜(29)Si MAS NMR研究以及纳米级层析X射线摄影技术描述了具有2000年历史的罗马海水港混凝土的残余石灰岩中铝取代的11 A雪铁矿的材料特性和弹性性能。射线微衍射和高压X射线衍射同步辐射的应用。该晶体在四面体的桥接和支化位点中具有硅取代铝的功能,并且层间距(002)为11.49(3)。长时间加热到350℃,晶体表现出正常的行为。在零压力K_0、55±5 GPa时,实验测量的等温体积模量小于具有双硅酸盐链结构的理想硅钙石的从头算和分子动力学模型。即便如此,在矿渣混凝土中,K_0仍大大高于钙铝硅酸盐水合物粘合剂(C-A-S-H)。根据纳米层析成像研究,尽管具有约52%的孔隙率,但晶体簇形成了良好连接的固体。在胶质胶结基质中,层间间距为11.27 A的铝长辉石与菲利特岩局部相关,类似于玄武质特非拉中的地质现象。古老的混凝土为使用天然火山火山灰的高性能混凝土生产铝长石提供了可持续的原型。

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  • 来源
    《Journal of the American Ceramic Society》 |2013年第8期|2598-2606|共9页
  • 作者单位

    Department of Civil and Environmental Engineering, University of California, Berkeley, California 94720;

    Department of Civil and Environmental Engineering, University of California, Berkeley, California 94720 Department of Mechanical Engineering, Civil Engineering Program, State University of New York, Stony Brook, New York 11794;

    CTG Italcementi S.p.A., Via Stezzano 87, Bergamo 24126, Italy;

    Department of Mechanical Engineering, Civil Engineering Program, State University of New York, Stony Brook, New York 11794;

    Department of Civil and Environmental Engineering, University of California, Berkeley, California 94720;

    Lawrence Berkeley National Laboratory, 1 Cyclotron Rd, Mail Stop 15R348, Berkeley, California 94720;

    King Abdullah University of Science and Technology, Thuwal 23955-6900, Kingdom of Saudi Arabia;

    Department of Civil and Environmental Engineering, University of California, Berkeley, California 94720 Middle East Technical University, 06800 Ankara, Turkey;

    Helmholtz-Zentrum fur Materialen und Energie GmbH, Institute for Soft Matter and Functional Materials, Berlin 12489, Germany;

    Universite Pierre et Marie Curie, CNRS, Laboratory PECSA, Paris F-75005, France;

    department of Earth and Planetary Science, University of California, Berkeley, California 94720;

    Department of Civil and Environmental Engineering, University of California, Berkeley, California 94720;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);美国《生物学医学文摘》(MEDLINE);
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  • 正文语种 eng
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