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干湿循环下磷石膏稳定红黏土强度及水稳特性研究
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作者 彭开均 陈开圣 《贵州大学学报(自然科学版)》 2024年第4期82-90,共9页
针对红黏土路基在干湿循环运营过程中出现的问题以及磷石膏固废资源浪费和污染的现象,设计配合比为石灰∶磷石膏∶红黏土=8∶46∶46,外加剂OTS-02型掺量10%,在最佳含水率下制备压实度90%、93%和96%的混合料试件,在干湿循环下开展石灰磷... 针对红黏土路基在干湿循环运营过程中出现的问题以及磷石膏固废资源浪费和污染的现象,设计配合比为石灰∶磷石膏∶红黏土=8∶46∶46,外加剂OTS-02型掺量10%,在最佳含水率下制备压实度90%、93%和96%的混合料试件,在干湿循环下开展石灰磷石膏稳定红黏土的无侧限抗压强度试验、三轴试验及水稳试验。结果表明:无侧限抗压强度在前2~3次干湿循环次数下衰减最快,之后缓慢衰减并趋于稳定。掺有10%OTS-02型外加剂混合料的无侧限抗压强度明显比未掺外加剂的大,且随着循环次数的增大,差值越来越小。无侧限抗压强度随龄期的增加而增大,养护7 d的无侧限抗压强度达到28 d的80%以上。混合料的内摩擦角随着干湿循环次数的增加缓慢减小,黏聚力随着干湿循环次数的增加显著减小。未掺外加剂的混合料水稳性极差,掺10%OTS-02型外加剂后水稳性能显著提高,且水稳系数随着干湿循环次数的增加而降低。 展开更多
关键词 干湿循环 红黏土 磷石膏 强度特性 水稳特性
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甘肃地区隧道工程第三系砂岩水稳特性浅析 被引量:2
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作者 权董杰 《铁道勘察》 2013年第1期71-73,共3页
甘肃地区广泛分布第三系咸水河组砂岩,其成岩作用差,具有复杂水稳特性,对工程影响大。通过三条铁路隧道砂岩物理力学性质、遇水破坏特征及水文地质条件的对比分析,对第三系砂岩水稳特性进行了简要分析,可为隧道设计、施工及相似工程选... 甘肃地区广泛分布第三系咸水河组砂岩,其成岩作用差,具有复杂水稳特性,对工程影响大。通过三条铁路隧道砂岩物理力学性质、遇水破坏特征及水文地质条件的对比分析,对第三系砂岩水稳特性进行了简要分析,可为隧道设计、施工及相似工程选线提供参考。 展开更多
关键词 第三系砂岩 水稳特性 水文地质特征
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北环隧道第三系砂岩复杂水稳特性研究 被引量:1
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作者 朱容辰 《铁道勘察》 2015年第6期41-44,共4页
兰州地区分布的第三系含水砂岩具有异常复杂的工程特性,北环隧道洞身将穿越该套地层。介绍北环隧道的地层岩性、地质构造、水文地质特征、岩体物理力学参数,并取岩样做水稳特性试验。在综合参考各试验数据的情况下,分析控制隧道地质条... 兰州地区分布的第三系含水砂岩具有异常复杂的工程特性,北环隧道洞身将穿越该套地层。介绍北环隧道的地层岩性、地质构造、水文地质特征、岩体物理力学参数,并取岩样做水稳特性试验。在综合参考各试验数据的情况下,分析控制隧道地质条件的工程地质问题,总结了北环隧道第三系砂岩的水稳特征。 展开更多
关键词 北环隧道 第三系砂岩 水稳特性 失稳机理
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干湿循环及固化工艺对固化土水稳特性和强度特性的影响 被引量:3
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作者 胡海涛 徐洁 +2 位作者 景啸 阮印辉 张立 《河南科学》 2021年第9期1453-1460,共8页
工程建设和河道清淤等工程的开展导致了大量废弃淤泥土的产生.废弃淤泥土资源化利用最有效的途径之一是对废弃淤泥土进行固化后作为路基或地基填料利用.本研究通过室内试验确定了最优固化剂配比,采用厂拌法、路拌法及就地固化法三种固... 工程建设和河道清淤等工程的开展导致了大量废弃淤泥土的产生.废弃淤泥土资源化利用最有效的途径之一是对废弃淤泥土进行固化后作为路基或地基填料利用.本研究通过室内试验确定了最优固化剂配比,采用厂拌法、路拌法及就地固化法三种固化工艺将废弃淤泥土固化后在试验路段进行路基填筑,通过钻孔取芯的方法取回原状固化土试样进行浸水崩解试验和干湿循环试验.结果表明:三种固化工艺获得的固化土试样的水稳特性均较好.随着干湿循环次数的增加,厂拌法试样的强度衰减率及质量衰减率均较小;路拌法试样的质量前期发生折损,后期趋于稳定,最大质量衰减率为15.3%,最大强度衰减率为39.6%;就地固化法试样的质量折损最严重,最大质量衰减率为47.0%.通过三种固化工艺获得的固化土试样的抗干湿循环能力从高到低依次为:厂拌法试样>路拌法试样>就地固化法试样.厂拌法试样的无侧限抗压强度比路拌法试样大约一倍,这是因为厂拌法精度更高更均匀. 展开更多
关键词 固化土 干湿循环 固化工艺 水稳特性 无侧限抗压强度
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高炉矿渣—石灰复合改良膨胀土工程特性试验研究 被引量:2
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作者 张新东 张陆山 《施工技术(中英文)》 CAS 2023年第10期55-58,109,共5页
针对传统石灰改良膨胀土能耗高、污染大的缺点,应用工业固体废物高炉矿渣替代部分石灰对河北地区膨胀土进行改良。通过击实试验及无侧限抗压强度试验分析高炉矿渣-石灰改良土的击实特性、水敏特性、力学特性和水稳特性,并将其与相同掺... 针对传统石灰改良膨胀土能耗高、污染大的缺点,应用工业固体废物高炉矿渣替代部分石灰对河北地区膨胀土进行改良。通过击实试验及无侧限抗压强度试验分析高炉矿渣-石灰改良土的击实特性、水敏特性、力学特性和水稳特性,并将其与相同掺量的石灰改良膨胀土进行对比。结果表明:相同击实功下,改良土的最大干密度随高炉矿渣占比的增加呈上升趋势,最优含水率呈下降趋势;改良土未浸水和浸水无侧限抗压强度、弹性模量随高炉矿渣占比的增加呈先增后减趋势,高炉矿渣占比为0.75时达到最大值。高炉矿渣占比为0.25,0.5,0.75时,改良土未浸水和浸水无侧限抗压强度、弹性模量均高于石灰改良土。改良土水稳系数随高炉矿渣占比的增加而呈下降趋势。 展开更多
关键词 膨胀土 高炉矿渣 石灰 力学特性 水稳特性
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兰渝铁路上第三系弱胶结砂岩软化与变形机理探究 被引量:13
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作者 王建军 《工程地质学报》 CSCD 北大核心 2013年第5期716-721,共6页
兰渝铁路上第三系砂岩成岩作用极差,具有泥质弱胶结、未胶结、石质极软的主要特点,在施工中表现出十分复杂的水稳特性,随硐室开挖含水率明显增大,易发生塑性变形或流变,围岩稳定性迅速变差,引起砂岩结构破坏,产生涌水、涌砂工程地质问... 兰渝铁路上第三系砂岩成岩作用极差,具有泥质弱胶结、未胶结、石质极软的主要特点,在施工中表现出十分复杂的水稳特性,随硐室开挖含水率明显增大,易发生塑性变形或流变,围岩稳定性迅速变差,引起砂岩结构破坏,产生涌水、涌砂工程地质问题。本文采用岩石试验、电镜扫描及物探松动圈测试等方法,探究地下水渗流条件与围岩应力状态变化引起岩石微观结构的改变是其软化与变形的主要机理。 展开更多
关键词 弱胶结砂岩 岩石特征 水稳特性 渗流条件 微观结构 软化与变形机理
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Stress characteristics of surrounding rocks for inner water exosmosis in high-pressure hydraulic tunnels 被引量:2
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作者 俞缙 李天斌 +1 位作者 张建智 蔡燕燕 《Journal of Central South University》 SCIE EI CAS 2014年第7期2970-2976,共7页
Seepage and stress redistribution are the main factors affecting the stability of surrounding rock in high-pressure hydraulic tunnels.In this work,the effects of the seepage field were firstly simplified as a seepage ... Seepage and stress redistribution are the main factors affecting the stability of surrounding rock in high-pressure hydraulic tunnels.In this work,the effects of the seepage field were firstly simplified as a seepage factor acting on the stress field,and the equilibrium equation of high pressure inner water exosmosis was established based on physical theory.Then,the plane strain theory was used to solve the problem of elasticity,and the analytic expression of surrounding rock stress was obtained.On the basis of criterion of Norway,the influences of seepage,pore water pressure and buried depth on the characteristics of the stress distribution of surrounding rocks were studied.The analyses show that the first water-filling plays a decisive role in the stability of the surrounding rock; the influence of seepage on the stress field around the tunnel is the greatest,and the change of the seepage factor is approximately consistent with the logarithm divergence.With the effects of the rock pore water pressure,the circumferential stress shows the exchange between large and small,but the radial stress does not.Increasing the buried depth can enhance the arching effect of the surrounding rock,thus improving the stability. 展开更多
关键词 high pressure hydraulic tunnel inner water exosmosis physical theory seepage factor stress redistribution plane strain theory
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Non-axisymmetric instability in the Taylor-Couette flow of fiber suspension
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作者 万占鸿 林建忠 游振江 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 SCIE EI CAS CSCD 2005年第B08期1-7,共7页
An analysis of the instability in the Taylor-Couette flow of fiber suspensions with respect to the non-axisymmetric disturbances was performed. The constitutive model proposed by Ericksen was used to represent the rol... An analysis of the instability in the Taylor-Couette flow of fiber suspensions with respect to the non-axisymmetric disturbances was performed. The constitutive model proposed by Ericksen was used to represent the role of fiber additives on the stress tensor. The generalized eigenvalue equation governing the hydrodynamic stability of the system was solved using a direct numerical procedure. The results showed that the fiber additives can suppress the instability of the flow. At the same time, the non-axisymmetric disturbance is the preferred mode that makes the fiber suspensions unstable when the ratio of the angular ve- locity of the outer cylinder to that of the inner cylinder is a large negative number. 展开更多
关键词 Fiber suspensions Taylor-Couette flow Hydrodynamic instability
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Designing the mechanical properties of peptide-based supramolecular hydrogels for biomedical applications 被引量:2
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作者 LI Ying QIN Meng +1 位作者 CAO Yi WANG Wei 《Science China(Physics,Mechanics & Astronomy)》 SCIE EI CAS 2014年第5期849-858,共10页
Hydrogels are a class of special materials that contain a large amount of water and behave like rubber.These materials have found broad applications in tissue engineering,cell culturing,regenerative medicine etc.Recen... Hydrogels are a class of special materials that contain a large amount of water and behave like rubber.These materials have found broad applications in tissue engineering,cell culturing,regenerative medicine etc.Recently,the exploration of peptide-based supramolecular hydrogels has greatly expanded the repertoire of hydrogels suitable for biomedical applications.However,the mechanical properties of peptide-based hydrogels are intrinsically weak.Therefore,it is crucial to develop methods that can improve the mechanical stability of such peptide-based hydrogels.In this review,we explore the factors that determine or influence the mechanical stability of peptide-based hydrogels and summarize several key elements that may guide scientists to achieve mechanically improved hydrogels.In addition,we exemplified several methods that have been successfully developed to prepare hydrogels with enhanced mechanical stability.These mechanically strong peptide-based hydrogels may find broad applications as novel biomaterials.It is still challenging to engineer hydrogels in order to mimic the mechanical properties of biological tissues.More hydrogel materials with optimal mechanical properties suitable for various types of biological applications will be available in the near future. 展开更多
关键词 low molecular weight gelators (LMWG) peptide-based hydrogel hydrogelation mechanical properties (stability) MODULUS rheology
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