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首页> 外文期刊>Engineering Geology >Comprehensive study of the weathered condition of welded tuff from a historic stone bridge in Kagoshima, Japan
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Comprehensive study of the weathered condition of welded tuff from a historic stone bridge in Kagoshima, Japan

机译:对日本鹿儿岛市一座历史悠久的石桥焊接凝灰岩风化状况的综合研究

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This paper deals with the problematic weathering ofa 150 year old historic stone bridge made of welded tuff. Theweathered condition of the structurally important arch stone fromthe bridge is studied comprehensively by physical, chemical, andmechanical methods. As a result of this study, a physicalweathering degree index (PWD), a chemical weathering degreeindex (CWD) and related experimental methods are proposed for asubsequent study of rock weathering. The PWD and CWD indexesare represented respectively by the effective porosity of and thecombined water content in the weathered rocks. Considering thatchemical and physical weathering simultaneously affect themechanical properties of rocks, a total weathering degree index(TWD) is proposed to enable the comprehensive study of rockweathering. At the surface of the arch stone, PWD, CWD, andTWD were 7.35, 2.43, and 6.12%, respectively. Physicalweathering was characterized by an increase of effective porositywithin a zone of ca. 5 cm depth. Chemical weathering hadadvanced to ca. 10 cm depth by processes of hydration andoxidation. No chemical leaching or clay alteration caused byweathering was observed. The physical weathering is the majorweathering mode in the 150 years of weathering history of thebridge. Both dynamic and static mechanical properties appeared todecrease linearly with the total weathering degree. At the surface,the dynamic elastic modulus had decreased ca. 36%; wall strengthof the joints had decreased by ca. 17%; and normal stiffness haddecreased by ca. 68%.
机译:本文讨论了由焊接凝灰岩制成的具有150年历史的古老石桥的风化问题。通过物理,化学和机械方法全面研究了桥梁结构重要拱石的风化状况。这项研究的结果是,提出了岩石的物理风化度指数(PWD),化学风化度指数(CWD)和相关的实验方法。 PWD和CWD指数分别由风化岩石中的有效孔隙率和结合水含量表示。考虑到化学风化和物理风化同时影响岩石的力学性能,提出了总风化度指数(TWD)来对岩石风化进行综合研究。在拱石表面,PWD,CWD和TWD分别为7.35%,2.43和6.12%。物理风化的特征是在大约一个区域内有效孔隙率增加。 5厘米深。化学风化已发展到约水合作用和氧化过程深度为10厘米。没有观察到由于风化引起的化学浸出或粘土变质。物理风化是桥梁150年风化历史中的主要风化方式。动态和静态力学性能均随总风化程度线性降低。在表面,动弹性模量下降了约。 36%;关节的壁强度降低了约17%;和正常刚度降低了约。 68%。

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