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Influences of Water Content and Temperature on Compressive and Tensile Strengths of Rocks

机译：含水量和温度对岩石压缩和拉伸强度的影响

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Tomio HORIBE;
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年度 1957
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1. The influence of microwave treatment on the compressive and tensile strength of igneous rocks [J] . International Journal of Rock Mechanics and Mining Sciences . 2020,第期

机译：微波处理对火岩压缩和拉伸强度的影响
2. Reply to Discussion by Li and Wong on "Predicting the Uniaxial Compressive and Tensile Strengths of Gypsum Rock by Point Load Testing" by Heidari et al., Rock Mechanics and Rock Engineering (2012) 45:265-273 [J] . M. Heidari, G. R. Khanlari, M. Torabi-Kaveh Rock Mechanics and Rock Engineering . 2012,第6期

机译：回复李和黄关于Heidari等人的“通过点载荷测试预测石膏岩石的单轴抗压强度和拉伸强度”的讨论，岩石力学与岩石工程（2012）45：265-273
3. Discussion on "Predicting the Uniaxial Compressive and Tensile Strengths of Gypsum Rock by Point Load Testing" by M. Heidari et al., Rock Mechanics and Rock Engineering (2012) 45:265-273 [J] . Diyuan Li, Louis Ngai Yuen Wong Rock Mechanics and Rock Engineering . 2012,第6期

机译：M. Heidari等人在“岩石力学和岩石工程”（2012）45：265-273中讨论“通过点载荷测试预测石膏岩石的单轴抗压强度和拉伸强度”
4. BOUND WATER CONTENT, PERMEABILITY AND RESIDUAL COMPRESSIVE STRENGTH OF CONCRETE AT HIGH TEMPERATURES [C] . Ivan Janotka, Lubomir Bagel Role of Concrete in Nuclear Facilities . 2005

机译：高温下混凝土的束缚水含量，渗透率和残余抗压强度
5. The Properties of Metals: A Study of the Influence of Time Effects on the Tensile Strength at High Temperatures [D] . Clark, Alexander Sievewright. -1

机译：金属的特性：高温下时间效应对拉伸强度的影响研究
6. The Effect of Temperature on Compressive and Tensile Strengths of Commonly Used Luting Cements: An In Vitro Study [O] . Suneel G Patil, MC Suresh Sajjan, Rekha Patil 2015

机译：温度对常用胶结水泥抗压强度和拉伸强度的影响：一项体外研究
7. Mechanical properties of various concrete after high temperature exposure Mechanical property of various types of concrete after high temperature exposure is investigated. Considering compressive strength requirement for a vertical element in high rise building, concrete specimens with various design strengths of 35, 80, 100, and 150 MPa were tested. Particularly, the influence of incorporated steel fiber on fire resistance is of interest in this study. Experimental results show that the fire resistance depends on the design strength and steel fiber content. Normal strength concrete (NSC) of a design strength of 35 MPa or high performance concrete (HPC) of 80-100 MPa does not spall when exposed to 100-400 °C of temperature. However, an explosive spalling occurs at 300 °C when the HPCs contain 1 vol. of steel fiber. Ultra-high performance concrete (UHPC) of a design strength of 150 MPa and 1.5 vol. of steel fiber also shows dramatic spalling at 300 °C. The experimental results found in this study can contribute to a better understanding of the behaviors of HPC and UHPC under fire and the role of steel fiber on the fire resistance. [O] . 2017

机译：研究了高温暴露后各种混凝土高温曝光机械性能各种混凝土的机械性能。考虑到高层建筑中垂直元件的抗压强度要求，测试了35,80,100和150MPa各种设计强度的混凝土试样。特别是，在这项研究中，掺入钢纤维对耐火性的影响。实验结果表明，耐火性取决于设计强度和钢纤维含量。在暴露于100-400°C的温度时，80-100MPa的设计强度为35MPa或高性能混凝土（HPC）的正常强度混凝土（NSC）不会击落。然而，当HPC含有1体积的钢纤维的百分比时，爆炸性剥落发生在300℃。超高性能混凝土（UHPC）的设计强度为150 MPa和1.5 Vol。钢纤维的百分比也显示出300℃的剧烈剥落。本研究中发现的实验结果可以有助于更好地了解在火灾中的HPC和UHPC的行为以及钢纤维对耐火性的作用。
8. TENSILE AND COMPRESSIVE STRESS-STRAI PROPERTIES OF SOME HIGH-STRENGTH SHEET ALLOYS AT ELEVATED TEMPERATURES [R] . Philip J. Hughes, John E. Inge, Stanley B. Prosser 1954

机译：高温板材高温薄板的拉伸和压缩应力 - 特性

Influences of Water Content and Temperature on Compressive and Tensile Strengths of Rocks

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