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砂土粒间胶结性对砂土力学性质影响的三轴实验研究
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作者 陈敬虞 海瑛 《力学研究》 2017年第3期131-140,共10页
本文采用对砂土进行胶结的混合法,在砂土中掺入硅酸盐水泥制成不同水泥含量的人工胶结砂土试样,通过对试样进行三轴固结排水剪切试验,研究砂土颗粒间的胶结对砂土强度特性,应力-应变特性及体积变形特性的影响。研究表明,同一围压下试样... 本文采用对砂土进行胶结的混合法,在砂土中掺入硅酸盐水泥制成不同水泥含量的人工胶结砂土试样,通过对试样进行三轴固结排水剪切试验,研究砂土颗粒间的胶结对砂土强度特性,应力-应变特性及体积变形特性的影响。研究表明,同一围压下试样水泥含量越高粗砂粒间的胶结越强,试样的峰值强度越大;但同一围压下不同水泥含量试样的残余强度接近相等。同一围压下,试样水泥含量越高砂粒间的胶结越强,试样的初始压缩模量越大,应变软化越明显。试样水泥含量越高粗砂粒间的胶结越强,在低围压下排水剪切时越容易发生剪切膨胀,低围压下排水剪切时的体应变也越大。 展开更多
关键词 人工砂土 砂土颗粒间胶结性 三轴固排水剪切试验 砂土强度特 砂土应力-应变特
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弱胶结性膨胀软土地基处理效果分析 被引量:1
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作者 郑向阳 张云 +1 位作者 李晓松 王远 《浙江交通职业技术学院学报》 CAS 2022年第3期21-26,共6页
为研究弱胶结膨胀软土地基加固处理效果,以新伊高速为工程背景,利用Midas工程有限元软件,参照地基土层之间的排水条件以及上覆填土之间的非固结排水条件,针对弱胶结性膨胀软土地基长周期下的沉降变形,对水泥搅拌桩复合地基加固效果进行... 为研究弱胶结膨胀软土地基加固处理效果,以新伊高速为工程背景,利用Midas工程有限元软件,参照地基土层之间的排水条件以及上覆填土之间的非固结排水条件,针对弱胶结性膨胀软土地基长周期下的沉降变形,对水泥搅拌桩复合地基加固效果进行分析限证。结果表明,水泥搅拌桩复合地基各阶段沉降历时曲线均呈增大变化趋势,到达地基中心节点(即460节点)时,达到幅值(加固结束后,189.53mm,自然静置一年后,318.68mm),且越远离中心节点其沉降变形趋势越平稳;各阶段超孔隙水压力均呈增大-减小-小幅反弹-最终收敛的变化趋势。因此,由数值分析结果说明水泥搅拌桩复合地基对弱胶结性膨胀软土地基具有很好的加固效果,可为类似工程提供参考依据。 展开更多
关键词 胶结性 膨胀土 软土地基 数值模拟 加固技术
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胶结性对钙质砂剪切特性影响的试验分析 被引量:3
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作者 钱慧良 杨钧岩 《工程建设》 2019年第6期14-20,共7页
为研究未胶结和胶结钙质砂的剪切特性,对其进行颗粒分析试验、直剪试验以及接触摩擦特性试验。结果表明:所用钙质砂样的主要粒径集中在0.075mm至1mm之间,约占试样总质量的91.7%;未胶结钙质砂的剪应力位移曲线具有较明显的应变软化特征,... 为研究未胶结和胶结钙质砂的剪切特性,对其进行颗粒分析试验、直剪试验以及接触摩擦特性试验。结果表明:所用钙质砂样的主要粒径集中在0.075mm至1mm之间,约占试样总质量的91.7%;未胶结钙质砂的剪应力位移曲线具有较明显的应变软化特征,且内摩擦角远高于普通石英砂。而胶结后的钙质砂剪应力位移关系却转变为应变硬化趋势,同时粘聚力升高,内摩擦角降低,抗剪强度仅得到有限的提高。这说明胶结性对钙质砂的抗剪强度起到正反两方面的耦合作用,其固化钙质砂的效果不明显。同时,接触面剪切特性试验说明胶结不仅不能有效提高桩侧摩阻力,反而是导致钙质砂桩侧摩阻力低下的重要原因。 展开更多
关键词 钙质砂 剪切特 直剪试验 胶结性 接触摩擦特
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影响水玻璃—氯化钙胶结特性的因素分析 被引量:1
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作者 王永敬 张劲松 韩兵 《中州煤炭》 2012年第2期5-7,共3页
测压钻孔在施工过程中遇到较软煤层时,会出现塌孔问题。针对该问题,提出了利用水玻璃—氯化钙的胶结性来固孔的新方法,并对其胶结性影响因素进行了试验分析。结果表明:煤的粒度,空气接触、暴露时间以及水玻璃—氯化钙溶液的配比对水玻... 测压钻孔在施工过程中遇到较软煤层时,会出现塌孔问题。针对该问题,提出了利用水玻璃—氯化钙的胶结性来固孔的新方法,并对其胶结性影响因素进行了试验分析。结果表明:煤的粒度,空气接触、暴露时间以及水玻璃—氯化钙溶液的配比对水玻璃的胶结性有较大影响。 展开更多
关键词 测压钻孔 水玻璃—氯化钙 胶结性 影响因素 粒度 暴露时间
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胶结-膨胀复合型软土固化剂不同固化效果的原因探讨 被引量:8
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作者 李战国 宁建国 黄新 《岩土工程学报》 EI CAS CSCD 北大核心 2011年第3期420-426,共7页
与水泥固化土强度相比,由胶结性组分和膨胀性组分构成的复合型固化剂固化软土得到的固化土强度可能大幅度提高,也可能降低。本研究试图探讨影响复合型固化剂固化效果的原因。采用三种复合型固化剂固化两种土样,通过对固化土强度发展规... 与水泥固化土强度相比,由胶结性组分和膨胀性组分构成的复合型固化剂固化软土得到的固化土强度可能大幅度提高,也可能降低。本研究试图探讨影响复合型固化剂固化效果的原因。采用三种复合型固化剂固化两种土样,通过对固化土强度发展规律的试验、采用XRD和DSC-TG等方法对水化硅酸钙CSH和钙矾石AFt生成速率的测试,得出:复合型固化剂的固化效果取决于固化土中AFt生成速率与CSH生成速率间的协调性,如果AFt生成时,CSH的生成量还很少、所形成的胶结结构还很微弱,则AFt生成过程产生的体积膨胀将对固化土强度产生增强作用;反之亦然。 展开更多
关键词 复合型固化剂 膨胀水化物 胶结性水化物 水化物生成速率 协调 软土
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复合防灭火喷涂封堵材料特性研究 被引量:16
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作者 赵文彬 董清府 +3 位作者 薄福利 李振武 王均双 杨春辉 《煤矿安全》 CAS 北大核心 2018年第3期24-28,共5页
针对目前采空区漏风引起的煤层自然发火问题,研发了一种基于风动喷涂工艺以无机材料为主的新型复合防灭火喷涂封堵材料。实验研究表明,该复合喷涂封堵材料选择水灰比为0.7∶1,复合外加剂掺量为2%时,初凝时间15.8 min,5 min时喷涂浆液黏... 针对目前采空区漏风引起的煤层自然发火问题,研发了一种基于风动喷涂工艺以无机材料为主的新型复合防灭火喷涂封堵材料。实验研究表明,该复合喷涂封堵材料选择水灰比为0.7∶1,复合外加剂掺量为2%时,初凝时间15.8 min,5 min时喷涂浆液黏度14.745 1 Pa·s,材料性能优良;红外光谱分析表明复合外加剂有助于无机材料性能提升;该材料早期强度大、后期强度增长稳定,28 d抗压软化系数(0.825)优良;胶结实验表明材料与煤体胶结性能良好;现场应用后,喷涂巷道百米漏风量由原来的6.5 m^3/min降为0.7 m^3/min。 展开更多
关键词 煤自燃 漏风 喷涂材料 时间 黏度 强度 胶结性
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Effect of benzoxazine resin on mechanical properties of nitrile rubber composites: Experiment and molecular simulation
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作者 Amel MOHAMED ZHANG Xu-min JIA Hong-bing 《合成橡胶工业》 CAS 2024年第5期439-439,共1页
Benzoxazine resin,being a new type of phenolic resin deve-loped to overcome the shortcomings of traditional phenolic resins,has been synthesized from phenol,formaldehyde and amine,and does not require solvent eliminat... Benzoxazine resin,being a new type of phenolic resin deve-loped to overcome the shortcomings of traditional phenolic resins,has been synthesized from phenol,formaldehyde and amine,and does not require solvent elimination or monomer purification to obtain a relatively clean precursor.It has potential application in the field of aerospace due to its low expansion coefficient,high weather resistance,high carbon yield,good mechanical strength,and excellent ablation resistance[1].It can be mixed with various other resins or polymers to produce new resins with a broad range of applications[2-3]. 展开更多
关键词 RESIN RESINS PHENOLIC
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屏蔽式暂堵技术在渤海油田的现场应用 被引量:2
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作者 张春阳 王长利 杨宪民 《中国海上油气(工程)》 2001年第3期40-44,共5页
保护油层的屏蔽式暂堵技术和工艺措施分别在渤海绥中36-1油田和秦皇岛32-6油田试验井的应用中取得成功。据测试资料,试验井的每m采油指数可提高14.5%~37%,表皮系数大幅度下降,具有良好的经济效益。
关键词 屏蔽式暂堵 胶结性砂岩 油层保护 井径扩大 油田开发
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碳酸盐岩储集层成岩作用中“孔隙尺寸控制沉淀”研究进展、地质意义及鄂尔多斯盆地实例 被引量:9
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作者 熊鹰 谭秀成 +1 位作者 伍坤宇 王小芳 《古地理学报》 CAS CSCD 北大核心 2020年第4期744-760,共17页
基于碳酸盐岩储集层成岩作用中受孔隙尺寸控制的矿物沉淀和胶结非均质特征的发现与思考,结合当今国内外有关多孔介质中流体-岩石相互作用及化学流体动力学研究进展的调研,对相关研究进展及其地质意义进行了简单的梳理和归纳。(1)地质环... 基于碳酸盐岩储集层成岩作用中受孔隙尺寸控制的矿物沉淀和胶结非均质特征的发现与思考,结合当今国内外有关多孔介质中流体-岩石相互作用及化学流体动力学研究进展的调研,对相关研究进展及其地质意义进行了简单的梳理和归纳。(1)地质环境中"孔隙尺寸控制沉淀"现象广泛存在,表现为储集层孔隙的胶结非均质性及其最终形成的"大孔充填而小孔保存"特征。现今研究主要从不同尺度孔隙结构观察、流体-孔隙介质相互作用的数值模拟、矿物沉淀实验3个方面开展。(2)受孔隙尺寸控制的非均质沉淀特征可以利用与表面化学相关的动力学模型进行解释,即微孔隙中更大的界面张力和矿物晶体曲率导致矿物的有效溶解度更高,因而更容易保持过饱和状态而不发生沉淀。(3)"孔隙尺寸控制沉淀"现象可使油气储集层发生微孔的选择性保存,在不同尺度孔隙共生的情况下,较大孔隙更倾向于被胶结充填而小孔则更易于被保存,不同的胶结模式对岩石整体渗透率的影响略有不同;该现象在地热储集层开发和二氧化碳地质封存研究中也值得重视。最后,结合鄂尔多斯盆地马家沟组碳酸盐岩储集层的非均质胶结特征和孔隙分布,分析总结成岩流体性质、来源及胶结模式差异对孔隙结构演化和优质储集层分布的影响。"孔隙尺寸控制沉淀"现象的发现和重视对于理解流体-岩石复杂作用过程具有重要理论意义,也为储集层成岩作用和孔隙保存研究提供了新的视点和思考角度。 展开更多
关键词 孔隙尺寸 非均质 成岩作用 过饱和流体 孔隙保存
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新型EICP注浆固化砂质黏性紫色土力学性能试验研究
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作者 黎桉君 刘鹏 +4 位作者 张静 汪时机 李贤 梅立奎 牛作鹏 《岩土工程学报》 EI CAS 2024年第11期2429-2438,共10页
紫色土广泛分布于中国三峡库区,受极端环境与气候影响,土体结构和力学性能退化严重,可采用生物矿化技术(MICP/EICP)进行加固处理,然而紫色土呈砂质黏性,渗透性弱,传统方法的固化效果有限,为此,引入一种单相低pH负压注浆的新型EICP技术... 紫色土广泛分布于中国三峡库区,受极端环境与气候影响,土体结构和力学性能退化严重,可采用生物矿化技术(MICP/EICP)进行加固处理,然而紫色土呈砂质黏性,渗透性弱,传统方法的固化效果有限,为此,引入一种单相低pH负压注浆的新型EICP技术。通过表面硬度、无侧限抗压强度、碳酸钙含量、SEM和XRD测试对比分析预拌合、单相低pH注浆、双相低pH负压注浆和单相低pH负压注浆法的固化效果,结果表明:50g/L脲酶浓度和1.2mol/L胶结液浓度为EICP注浆固化紫色土的最适浓度;单相低pH负压注浆法可使表面硬度增加9.1%,对无侧限抗压强度和刚度的提升达到84.44%,144.37%,且能够明显提高碳酸钙含量和胶结均匀性,在4种固化方法中效果最优。结果表明新型EICP单相低pH负压注浆法对砂质黏性紫色土力学性能的改善是有效的,在细粒土加固方面具有潜在应用价值。 展开更多
关键词 脲酶诱导碳酸钙沉积(EICP) 脲酶浓度 固化方法 无侧限抗压强度 均匀
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赤水地区官渡构造钻井液技术实践
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作者 杜明军 张东海 赵国喜 《新疆石油科技》 2004年第1期1-3,7,共4页
赤水地区钻遇地层复杂,岩性变化大,岩石可钻性差,钻井速度慢,作业时间长,造成钻井液成本高。上部地层胶结性差、有裂缝,易发生井漏、垮塌掉块,造成埋钻具、卡钻事故。赤水地区地下富舍天然气、CO2及H2S气体,对钻井液造成污染,危及设备... 赤水地区钻遇地层复杂,岩性变化大,岩石可钻性差,钻井速度慢,作业时间长,造成钻井液成本高。上部地层胶结性差、有裂缝,易发生井漏、垮塌掉块,造成埋钻具、卡钻事故。赤水地区地下富舍天然气、CO2及H2S气体,对钻井液造成污染,危及设备及人身安全。通过官8井的施工,对该区钻井作业特点有了一些初步的认识,对指导今后钻井液技术在该地区的钻井生产会有一定的积极作用。 展开更多
关键词 钻井液 油气层 钻井速度 作业时间 地层 胶结性 CO2 H2S
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泥岩层钻井缩径问题的处理方法
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作者 李恒芳 《露天采矿技术》 CAS 2013年第7期49-50,共2页
在施工巴其北包尔图矿疏干井时,通过对泥浆配置方法和钻进技术的改进,解决了在泥岩层钻井缩径这一难题。
关键词 水化 地层 胶结性
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SIMULATION OF MICROSTRUCTURE AND RHEOGICAL PROPERTIES OF SURFACTANT SOLUTION
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作者 熊贤鹏 刘卫华 +2 位作者 昂海松 高秀峰 魏进家 《Transactions of Nanjing University of Aeronautics and Astronautics》 EI 2007年第3期232-238,共7页
The Brownian dynamics (BD) simulation of a dilute surfactant solution is conducted in a steady shear flow. The rodlike micelle is assumed as a rigid rod composed of lined-up beads. A novel intercluster potential mod... The Brownian dynamics (BD) simulation of a dilute surfactant solution is conducted in a steady shear flow. The rodlike micelle is assumed as a rigid rod composed of lined-up beads. A novel intercluster potential model is introduced for describing the interactions between, micelles. In the model, the Lennard-Jones and the soft-sphere potentials are used as inter-bead potentials for end-end and interior-interior beads, respectively. The micelles are combined at their ends to form a network structure at lower shear rates and are disconnected to become more and more parallel to the shear flow direction with increasing shear rate. The change of micellar microstructures with the variation of the shear rate results in shear thinning characteristics of the computed shear viscosities and first normal stress difference coefficients. The effects of surfactant solution concentration on the micellar structures and rheological properties are also investigated. Results show that the shear viscosities and the first normal stress difference coefficients increase with increasing the viscosity of the surfactant solution. 展开更多
关键词 SURFACTANT MICROSTRUCTURE rodlike micelle Brownian dynamics simulation rheological characteristics
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Controlled Synthesis of PCL/PVP Copolymer by RAFT Method and Its HydrophUic Block-Dependent MiceUar Behaviors
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作者 李蕤 庞文民 +1 位作者 朱清仁 聂康明 《Chinese Journal of Chemical Physics》 SCIE CAS CSCD 2016年第3期358-364,I0002,共8页
A range of poly(ε-caprolactone)/poly(N-vinyl-2-pyrrolidone) amphiphilic block copolymers with well-defined hydrophilic chain length were synthesized by the living/controlled reversible addition fragmentation chai... A range of poly(ε-caprolactone)/poly(N-vinyl-2-pyrrolidone) amphiphilic block copolymers with well-defined hydrophilic chain length were synthesized by the living/controlled reversible addition fragmentation chain transfer polymerization method. The composition and struc- ture of the targeted resultants were characterized with 1H NMR, 13C NMR, FT-IR spec- troscopy and gel permeation chromatography. The various block copolymers were success- fully employed to fabricate the spherical micelle with core-shell morphological structure. The poly(N-vinyl-2-pyrrolidone) block-dependent characteristics of the copolymeric micelles were investigated by fluorescence spectroscopy, dynamic light scattering, and transmission electron microscopy. The solubilization of the hydrophobic ibuprofen as a model drug in the micelle solution was also explored. It was found that the drug loading contents are related to the micellar morphology structure determined by hydrophilic chain length in the copolymer. 展开更多
关键词 RAFT polymerization Poly(N-vinyl-2-pyrrolidone) Core-shell structure Hydrophilic chain length Micellar behavior
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Lansoprazole-associated collagenous colitis:Diffuse mucosal cloudiness mimicking ulcerative colitis 被引量:5
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作者 Mitsuro Chiba Takeshi Sugawara +5 位作者 Haruhiko Tozawa Hidehiko Tsuda Toru Abe Takuo Tokairin Iwao Ono Eriko Ushiyama 《World Journal of Gastroenterology》 SCIE CAS CSCD 2009年第17期2166-2169,共4页
There have only been a few reports on lansoprazole-associated collagenous colitis. Colonic mucosa of collagenous colitis is known to be endoscopically normal. We present a case of collagenous colitis where the mucosa ... There have only been a few reports on lansoprazole-associated collagenous colitis. Colonic mucosa of collagenous colitis is known to be endoscopically normal. We present a case of collagenous colitis where the mucosa showed diffuse cloudiness mimicking ulcerative colitis. A 70-year-old woman developed watery diarrhea four to nine times a day. She had interstitial pneumonia at 67 and reflux esophagitis at 70 years. Lansoprazole 30 mg/d had been prescribed for reflux esophagitis for nearly 6 mo. Lansoprazole was withdrawn due to its possible side effect of diarrhea. Colonoscopy disclosed diffuse cloudiness of the mucosa which suggested ulcerative colitis. Consequently sulfasalazine 2 g/d was started. The patient's diarrhea dramatically disappeared on the following day. However, biopsy specimens showed subepithelial collagenous thickening and infi ltration of inflammatory cells in the lamina propria, confirming the diagnosis of collagenous colitis. One month after sulfasalazine therapy was initiated, colonoscopic and histological abnormalities resolved completely. Five months later the diarrhea recurred. The findings on colonoscopy and histology were the same as before, confirming a diagnosis of collagenous colitis relapse. We found that the patient had begun to take lansoprazole again 3 mo ahead of the recent diarrhea. Withdrawal of lansoprazole promptly resolved the diarrhea. Endoscopic and histological abnormalities were also completely resolved, similar to the first episode. Retrospectively, the date of commencement of sulfasalazine and discontinuation of lansoprazole in the first episode was found to be the same. We conclude that this patient had lansoprazole-associated collagenous colitis. 展开更多
关键词 Collagenous colitis Microscopic colitis Lansoprazole Ulcerative colitis SULFASALAZINE
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Theoretical analysis of a new segmented anchoring style in weakly cemented soft surrounding rock 被引量:7
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作者 Zhao Zenghui Wang Weiming Wang Lihua 《International Journal of Mining Science and Technology》 SCIE EI CSCD 2016年第3期401-407,共7页
According to the tensile failure of rock bolt in weakly cemented soft rock, this paper presents a new segmented anchoring style in order to weaken the cumulative effect of anchoring force associated with the large def... According to the tensile failure of rock bolt in weakly cemented soft rock, this paper presents a new segmented anchoring style in order to weaken the cumulative effect of anchoring force associated with the large deformation. Firstly, a segmented mechanical model was established in which free and anchoring section of rock bolt were respectively arranged in different deformation zones. Then, stress and displacement in elastic non-anchoring zone, elastic anchoring zone, elastic sticking zone, softening sticking zone and broken zone were derived respectively based on neural theory and tri-linear strain softening constitutive model of soft rock. Results show that the anchoring effect can be characterized by a supporting parameter b. With its increase, the peak value of tangential stress gradually moves to the roadway wall, and the radial stress significantly increases, which means the decrease of equivalent plastic zone and improvement of confining effect provided by anchorage body. When b increases to 0.72, the equivalent plastic zone disappears, and stresses tend to be the elastic solutions. In addition, the anchoring effect on the displacement of surrounding rock can be quantified by a normalization factor δ. 展开更多
关键词 Weakly cemented soft rock Segmented anchorage Strain softening Analytical model
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Paste-like cemented backfilling technology and rheological characteristics analysis based on jigging sands 被引量:1
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作者 魏冲 王新民 +1 位作者 张云海 张钦礼 《Journal of Central South University》 SCIE EI CAS CSCD 2017年第1期155-167,共13页
To make backfilling body meet strength requirement,physical-chemical evaluation and proportioning tests were conducted on several backfilling materials.Jigging sands,#32.5 cement and fly ash were determined as backfil... To make backfilling body meet strength requirement,physical-chemical evaluation and proportioning tests were conducted on several backfilling materials.Jigging sands,#32.5 cement and fly ash were determined as backfilling aggregate,binding material and modified material,respectively.An optimized proportion of backfilling materials with a solid mass fraction of 78%and cement:fly ash:jigging sands mass ratio of 1:2:14,was suggested to Jiangan Pyrite Mine,China.The slurry made by optimized proportion produced obvious shear thinning phenomena,and was confirmed as paste-like slurry.To analyze its rheological characteristics,L-type pipeline test and Haake VT550 rotational viscometer test were conducted.Bingham and Casson fluid models were applied to several paste-like slurry samples to simulate flow and stress states;Casson fluid model was proved to have better simulation effect on paste-like slurry with shear thinning phenomena;rheological parameters of backfilling slurry made by suggested proportion were measured.Initial yield stress,average apparent viscosity and limiting viscosity are 55.35 Pa,1.216 Pa-s and 0.48 Pa-s,respectively.Compared with Bingham fluid model,Casson fluid model has a better simulation effect on paste-like slurry with shear thinning phenomena,through calculating the residual standard deviations. 展开更多
关键词 paste-like slurry jigging sands shear thinning Casson fluid model backfilling system
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Plastic zone analysis and support optimization of shallow roadway with weakly cemented soft strata 被引量:1
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作者 Zhang Jihua Wang Lianguo +1 位作者 Li Qinghai Zhu Shuangshuang 《International Journal of Mining Science and Technology》 SCIE EI CSCD 2015年第3期395-400,共6页
Based on a shallow roadway with weakly cemented soft strata in western China, this paper studies the range and degree of plastic zones in soft strata roadways with weak cementation. Geological radars were used to moni... Based on a shallow roadway with weakly cemented soft strata in western China, this paper studies the range and degree of plastic zones in soft strata roadways with weak cementation. Geological radars were used to monitor the loose range and level of surrounding rocks. A mechanical model of weakly cemented roadway was established, including granular material based on the measured results. The model was then used to determine the plastic zone radium. The predicted results agree well with measured results which provide valuable theoretical references for the analysis of surrounding rock stability and support reinforcing design of weakly cemented roadways. Finally, a combined supporting scheme of whole section bolting and grouting was proposed based on the original supporting scheme. It is proved that this support plan can effectively control the deformation and plastic zone expansion of the roadway surrounding rock and thus ensure the long-term stable and safe mining. 展开更多
关键词 Shallow coal seam Weakly cemented soft strata Granular material Geological radar Whole section bolting and grouting Combined supporting
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Performance of cemented coal gangue backfill 被引量:16
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作者 张钦礼 王新民 《Journal of Central South University of Technology》 EI 2007年第2期216-219,共4页
Possibility of cemented gangue backfill was studied with gangue of Suncun Coal Mine, Xinwen Coal Group, Shandong, and fly ash of nearby thermal power plant, in order to treat enormous coal gangue on a large scale and ... Possibility of cemented gangue backfill was studied with gangue of Suncun Coal Mine, Xinwen Coal Group, Shandong, and fly ash of nearby thermal power plant, in order to treat enormous coal gangue on a large scale and to recovery safety coal pillars. The results indicate that coal gangue is not an ideal aggregate for pipeline gravity flow backfill, but such disadvantages of gangue as bad fluidity and serious pipe wear can be overcome by addition of fly ash. It is approved that quality indexes such as strength and dewatering ratio and piping feature of slurry can satisfy requirement of cemented backfill if mass ratio of cement to fly ash to gangue is 1:4:15 and mass fraction of solid materials reaches 72%-75%. Harden mechanism suggests that the cemented gangue fill has a higher middle and long term comprehensive strength. 展开更多
关键词 coal gangue FILL STRENGTH rheological properties MECHANISM
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A Study on the Surface Structures of Viscose-based Activated Carbon Fiber by FT-IR Spectroscopy and XPS 被引量:7
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作者 黄强 黄永秋 潘鼎 《Journal of Donghua University(English Edition)》 EI CAS 2004年第1期57-62,共6页
Using viscose fiber (VF) as starting material and common steam as activating agent, formation of oxygen structures in activated carbon fiber is investigated. In the preparation of samples, VF was first heated at tempe... Using viscose fiber (VF) as starting material and common steam as activating agent, formation of oxygen structures in activated carbon fiber is investigated. In the preparation of samples, VF was first heated at temperatures between 450℃ and 900℃ in N_2 artmosphere. Then, in a successive activation stage, the product carbonized at 600℃ was activated in steam at 450-900℃ for 30 min, and at 600℃ for 5-30 min. The other carbonization products were activated at 600 and 900℃ for 30 min respectively. The products activated at 900℃ were then activated at 450℃ for 30 min again. The starting materiah carbonized products and all activation products were examined by FT-IR spectroscopy and some products were examined by X-ray photoelectron spectroscope (XPS). And the yields of the carbonized and activated products were calculated. By analysing these spectra, the amount of oxygen-containing functional groups of the activated products attained under various activation time, various activation temperature and various previous carbonization temperature was determined. 展开更多
关键词 viscose fiber (VF) activated carbon fiber heat treatment FT-IR spectroscopy XPS
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