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机译:玄武岩纤维增强生物砂浆的非整合压缩和分裂拉伸强度
Chongqing Univ State Key Lab Coal Mine Disaster Dynam & Control Chongqing 400030 Peoples R China|Chongqing Univ Key Lab New Technol Construct Cities Mt Area Chongqing 400045 Peoples R China|Chongqing Univ Sch Civil Engn Chongqing 400045 Peoples R China;
Chongqing Univ Sch Civil Engn Chongqing 400045 Peoples R China;
Oregon State Univ Sch Civil & Construct Engn Corvallis OR 97331 USA;
Oregon State Univ Sch Civil & Construct Engn Corvallis OR 97331 USA;
Chongqing Univ Sch Civil Engn Chongqing 400450 Peoples R China;
Microbially induced calcite precipitation (MICP); Biocement; Fiber; Sand; Strength; Ductility;
机译:浅析“玄武岩纤维增强生物沉积的抗压缩和分裂拉伸强度”
机译:封闭至“玄武岩纤维增强生物沉积的抗压和分裂拉伸强度”
机译:玄武岩纤维增强生物水泥砂的无侧限抗压和劈裂抗拉强度
机译:用水泥和粉煤灰稳定疏浚沉积物的无束缚的压缩和分裂拉伸强度
机译:由于在超临界条件下注入二氧化碳,石灰岩岩心的无侧限抗压强度发生变化。
机译:用玄武岩纤维加固水泥土的拉伸强度
机译:粗聚集粒度对多孔混凝土抗弯强度,抗压强度,抗压强度抗伸直强度的影响
机译:K盆高强均质污泥模拟物的研制及无侧限抗压强度与抗剪强度的相关性