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地铁区间隧道穿越无胶结堆石料区时的变形破坏特征及防治
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作者 张海波 张斌 《建筑施工》 2017年第8期1277-1279,共3页
依托乌鲁木齐地铁1号线三—宣区间隧道工程,研究了隧道穿越无胶结堆石料区的变形破坏特征。分析表明,地层破坏模式为超前掌子面的不良地质体失稳突破后涌入隧道,且破坏无缓变过程,具有突变性。基于此,提出了隧道施工穿越无胶结堆石料区... 依托乌鲁木齐地铁1号线三—宣区间隧道工程,研究了隧道穿越无胶结堆石料区的变形破坏特征。分析表明,地层破坏模式为超前掌子面的不良地质体失稳突破后涌入隧道,且破坏无缓变过程,具有突变性。基于此,提出了隧道施工穿越无胶结堆石料区时的隧道滑塌防治技术,经实践,取得了理想的效果。 展开更多
关键词 地铁隧道 胶结堆石料 变形破坏特征 突变性 防治技术
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胶结堆石料的力学性能初探 被引量:29
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作者 唐新军 陆述远 《武汉水利电力大学学报》 CSCD 1997年第6期15-18,共4页
通过试验对天然级配砂石料中掺入少量胶凝材料形成的“胶结堆石料”的基本力学性能及其影响因素进行了分析和探讨,发现胶结堆石料既有土石料的某些性质又兼有混凝土的特点,胶凝材料掺量和骨料级配特性特别是小于5mm粒径的细骨料含... 通过试验对天然级配砂石料中掺入少量胶凝材料形成的“胶结堆石料”的基本力学性能及其影响因素进行了分析和探讨,发现胶结堆石料既有土石料的某些性质又兼有混凝土的特点,胶凝材料掺量和骨料级配特性特别是小于5mm粒径的细骨料含量对这种坝料的力学性能有较大影响. 展开更多
关键词 材料试验 胶结堆石料 力学性能 石料
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The Cemented Material Dam: A New, Environmentally Friendly Type of Dam 被引量:24
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作者 Jinsheng Jia Michel Lino +1 位作者 Feng Jin Cuiying Zheng 《Engineering》 SCIE EI 2016年第4期490-497,共8页
The first author proposed the concept of the cemented material dam (CMD) in 2009. This concept was aimed at building an environmentally friendly dam in a safer and more economical way for both the dam and the area d... The first author proposed the concept of the cemented material dam (CMD) in 2009. This concept was aimed at building an environmentally friendly dam in a safer and more economical way for both the dam and the area downstream. The concept covers the cemented sand, gravel, and rock dam (CSGRD), the rockfill concrete (RFC) dam (or the cemented rockfill dam, CRD), and the cemented soil dam (CSD). This paper summarizes the concept and principles of the CMD based on studies and practices in projects around the world. It also introduces new developments in the CSGRD, CRD, and CSD. 展开更多
关键词 Cemented material dam Cemented sand gravel and rock dam Rockfill concrete dam Cemented rockfill dam Cemented soil dam Material properties
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An experimental study on stress-strain behavior and constitutive model of hardfill material 被引量:15
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作者 WU MengXi DU Bin +1 位作者 YAO YuanCheng HE XianFeng 《Science China(Physics,Mechanics & Astronomy)》 SCIE EI CAS 2011年第11期2015-2024,共10页
Hardfill is a new type of artificially cemented material for dam construction works,with a wide application prospect.Its mechanical behavior lies between concrete and rockfill materials.A series of large-scale triaxia... Hardfill is a new type of artificially cemented material for dam construction works,with a wide application prospect.Its mechanical behavior lies between concrete and rockfill materials.A series of large-scale triaxial tests are performed on hardfill specimens at different ages,and the stress-strain behavior of hardfill is further discussed.The strength and stress-strain relationship of hardfill materials show both frictional mechanism and cohesive mechanism.An age-related constitutive model of hardfill is developed,which is a parallel model consisting of two components,rockfill component and cementation component.Moreover,a comparison is made between the simulated and the experimental results,which shows that the parallel model can reflect the mechanical characteristics of both rockfill-like nonlinearity and concrete-like age relativity.In addition,a simplified method for the determination of parameters is proposed. 展开更多
关键词 hardfill stress-strain relationship large-scale triaxial tests constitutive model
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