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Combination effect of seasonal freezing and artificial freezing on frost heave of silty clay 被引量:7
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作者 于琳琳 徐学燕 马琛 《Journal of Central South University》 SCIE EI CAS 2010年第1期163-168,共6页
To investigate the frost-heave properties of silty clay under the combination action of seasonal freezing and artificial freezing, and verify the feasibility of combined freezing, eight combined freezing experiments w... To investigate the frost-heave properties of silty clay under the combination action of seasonal freezing and artificial freezing, and verify the feasibility of combined freezing, eight combined freezing experiments were performed on silty clay with water content (mass fraction) of 23.5% and 28.0%, through developed frost-heave test apparatus, in closed or open system. Two sorts of freezing temperature models, namely, constant and sine models, were applied to artificial freezing. The experimental results indicate that the frost-heave degree in seasonal freezing stage accounts for over 90% of the total in open system and it is up to 95% in closed system; the change of artificial sine-freezing temperature has no influence on the frost-heave degree in closed system, however, slight influence in open system. It is found that the variation of temperature gradient of sine-freezing specimen lags behind that of sine-freezing temperature with half phase; sine-freezing temperature model can reduce frost-heave degree of soil. Brand new technology is proposed for the application of artificial ground freezing and new study field of artificial freezing is created. 展开更多
关键词 seasonal freezing artificial freezing combined freezing sine-freezing freezing-temperature models frost-heave degree
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Hydration process of rice husk ash cement paste and its corrosion resistance of embedded steel bar 被引量:5
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作者 WANG Hui ZHANG Ai-lian +7 位作者 ZHANG Lin-chun WANG Qian HAN Yan LIU Jun-zhe GAO Xiao-jian SHI Fei-ting LIN Xue-yan FENG Li-yu 《Journal of Central South University》 SCIE EI CAS CSCD 2020年第11期3464-3476,共13页
Thermogravimetric analysis and electrical resistivity were used to determine the hydration process of cement paste with rice husk ash(RHA)(0−15%)and water-cement ratio of 0.4 in this work.X-ray diffraction(XRD)method ... Thermogravimetric analysis and electrical resistivity were used to determine the hydration process of cement paste with rice husk ash(RHA)(0−15%)and water-cement ratio of 0.4 in this work.X-ray diffraction(XRD)method and scanning electron microscopy(SEM)were used to survey crystal composition and microstructures of specimens cured for 3 h,1 d,7 d and 28 d.Finally,electrical parameters(electrical resistance and AC impedance spectroscopy)of steel bars reinforced cement paste were investigated to study the effect of RHA on the corrosion resistance.Results showed that RHA could affect the cement hydration by hydration promotion and pozzolanic effect.The evaluation function for electrical resistivity and curing ages fitted well with linear increasing function.The addition of RHA higher than 5%demonstrated a decreasing role in the electrical resistivity of cement paste at earlier curing ages(3−7 d).Meanwhile,when at later curing ages(7−28 d)the result was the opposite.Moreover,RHA demonstrated positive effects on corrosion resistance of steel bars in cement paste. 展开更多
关键词 rice husk ash thermogravimetric analysis electrical parameters X-ray diffraction corrosion resistance
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Corrosion risk assessment of chloride-contaminated concrete structures using embeddable multi-cell sensor system 被引量:2
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作者 卢爽 巴恒静 《Journal of Central South University》 SCIE EI CAS 2011年第1期230-237,共8页
Monitoring the service condition of concrete structures requires the quantitative assessment of properties and corrosion rate of structural steels surrounded by concrete.A multi-cell sensor system that included a refe... Monitoring the service condition of concrete structures requires the quantitative assessment of properties and corrosion rate of structural steels surrounded by concrete.A multi-cell sensor system that included a reference electrode,a chloride content sensor,a macrocell current unit and an electrical resistance measurement unit was developed.This system provided the following important electrochemical data in the cover-zone concrete on site:open circuit potential,macrocell current from anodes to cathode,chloride profile,concrete resistance and corrosion rate of built-in anodes.The experimental results show that the macrocell current increases when the chloride content in concrete is higher.Thus,monitoring the chloride content is a good method for monitoring the corrosion state.The chloride ion content and cover depth are the key factors that affect the electrical resistance of concrete.Without considering the temperature and time,a simplified model of the instantaneous corrosion rate of steel rebar in a concrete structure based on the measured chloride contents and concrete resistance was proposed.The test results further prove the reliability of this simplified predicting model. 展开更多
关键词 concrete structures corrosion rate RESISTANCE chloride content macrocell current multi-cell sensor
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Electrolyte composition and removal mechanism of Cu electrochemical mechanical polishing 被引量:1
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作者 边燕飞 翟文杰 +2 位作者 程媛媛 朱宝全 王金虎 《Journal of Central South University》 SCIE EI CAS 2014年第6期2191-2201,共11页
The optimization of electrolytes and the material removal mechanisms for Cu electrochemical mechanical planarization(ECMP)at different pH values including 5-methyl-1H-benzotriazole(TTA),hydroxyethylidenediphosphoric a... The optimization of electrolytes and the material removal mechanisms for Cu electrochemical mechanical planarization(ECMP)at different pH values including 5-methyl-1H-benzotriazole(TTA),hydroxyethylidenediphosphoric acid(HEDP),and tribasic ammonium citrate(TAC)were investigated by electrochemical techniques,X-ray photoelectron spectrometer(XPS)analysis,nano-scratch tests,AFM measurements,and polishing of Cu-coated blanket wafers.The experimental results show that the planarization efficiency and the surface quality after ECMP obtained in alkali-based solutions are superior to that in acidic-based solutions,especially at pH=8.The optimal electrolyte compositions(mass fraction)are 6% HEDP,0.3% TTA and 3% TAC at pH=8.The main factor affecting the thickness of the oxide layer formed during ECMP process is the applied potential.The soft layer formation is a major mechanism for electrochemical enhanced mechanical abrasion.The surface topography evolution before and after electrochemical polishing(ECP)illustrates the mechanism of mechanical abrasion accelerating electrochemical dissolution,that is,the residual stress caused by the mechanical wear enhances the electrochemical dissolution rate.This understanding is beneficial for optimization of ECMP processes. 展开更多
关键词 electrochemical mechanical polishing electrolyte composition removal mechanism 5-methyl-lH-benzotriazole hydroxyethylidenediphosphoric acid tribasic ammonium citrate
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Wind tunnel testing of wind pressures on a large gymnasium roof
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作者 傅继阳 吴玖荣 梁枢果 《Journal of Central South University》 SCIE EI CAS 2011年第2期521-529,共9页
A wind tunnel test was conducted for a large steel gymnasium structure. Simultaneous pressure measurements were made on its entire ellipsoidal roof in a simulated suburban boundary layer flow field. Special attention ... A wind tunnel test was conducted for a large steel gymnasium structure. Simultaneous pressure measurements were made on its entire ellipsoidal roof in a simulated suburban boundary layer flow field. Special attention is paid to the charaeteristics of fluctuating wind pressures in different zones on the roof. Some selected results are presented: 1) correlations between fluctuating wind pressures on both roof surfaces, 2) eigenvalues and eigenvectors of covariance matrices of the fluctuating wind pressures, 3) probability distributions of the fluctuating wind pressures, and 4) statistical characteristics of peak factor. Furthermore, the applicability of the quasi-steady approach is discussed in detail. Based on the results, an empirical formula for estimating the minimum pressure coefficients, using a peak factor approach, is presented. Comparison of the minimum pressure coefficients determined by the proposed formula and those obtained from the wind tunnel tests is made to examine the applicability and accuracy of the proposed formula. 展开更多
关键词 long-span roof wind pressure wind tunnel test gymnasium roof
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Enhancing performance of soil using lime and precluding landslide in Benin(West Africa)
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作者 Quirin Engelbert Ayeditan ALAYE LING Xian-zhang +3 位作者 Yvette Sèdjro KIKI TANKPINOU Marx Ferdinand AHLINHAN LUO Jun Michel Hadilou ALAYE 《Journal of Central South University》 SCIE EI CAS CSCD 2019年第11期3066-3086,共21页
The past decade has been characterized by the development of infrastructure in the main cities in West Africa.This requires more comprehensive studies of geotechnical properties of the soil in the region with an aim o... The past decade has been characterized by the development of infrastructure in the main cities in West Africa.This requires more comprehensive studies of geotechnical properties of the soil in the region with an aim of creating sustainable development.This paper examined the performance of the soil in Benin(West Africa).In this research,three objectives have been adopted in-depth on the performance characteristics of West Africans soil and aim to(i)accessing characteristics of soil types in the region;(ii)assessing the performance of these soils with 2%,3%and 5%of lime and(iii)characterizing landslide to evaluate the damage and potential instability.The methods used to examine these objectives are experimental tests according to standard French test.The particle size test,Proctor test,and Atterberg limits test which are physical tests and the mechanical tests such as dynamic penetration test,direct shear test,and oedometer test,were used to assess the first objective.The Proctor test and California bearing ratio test were examined for the second objective and geological,environmental,social and safety study of the river bank slide were evaluated for the third objective.This paper firstly reveals the unstable and stable areas in southern Benin(West Africa)with the presence of clays soil and gives an equation for predicting the unstable and stable area,and secondly shows that the proportion of percentage lime leading to the best performances varying between 2%and 3%.Finally,this paper shows that the sliding of a bank could be the consequence of the sudden receding water recorded in a valley. 展开更多
关键词 soil characterization soil performance clay soil LIME LANDSLIDE
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活性粉末混凝土连续梁塑性性能试验 被引量:12
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作者 李莉 郑文忠 卢姗姗 《哈尔滨工业大学学报》 EI CAS CSCD 北大核心 2010年第2期193-199,共7页
为了研究活性粉末混凝土连续梁的塑性性能,制备了5根钢筋活性粉末混凝土两跨连续梁,完成了单跨单点加载试验.考察了试验梁在加载过程中的开裂、中支座控制截面受拉纵筋屈服、跨中控制截面受拉纵筋屈服和极限破坏状态等阶段的受力特征,... 为了研究活性粉末混凝土连续梁的塑性性能,制备了5根钢筋活性粉末混凝土两跨连续梁,完成了单跨单点加载试验.考察了试验梁在加载过程中的开裂、中支座控制截面受拉纵筋屈服、跨中控制截面受拉纵筋屈服和极限破坏状态等阶段的受力特征,基于试验结果提出了在设计用承载能力极限状态和真实承载能力极限状态下的中支座两侧等效塑性铰长度计算公式,以及以中支座控制截面相对塑性转角和中支座相对受压区高度为自变量的弯矩调幅计算公式. 展开更多
关键词 活性粉末混凝土连续梁 内力重分布 等效塑性铰区长度 弯矩调幅
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Finite element model updating for large span spatial steel structure considering uncertainties 被引量:4
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作者 滕军 朱焰煌 +2 位作者 周峰 李惠 欧进萍 《Journal of Central South University》 SCIE EI CAS 2010年第4期857-862,共6页
In order to establish the baseline finite element model for structural health monitoring,a new method of model updating was proposed after analyzing the uncertainties of measured data and the error of finite element m... In order to establish the baseline finite element model for structural health monitoring,a new method of model updating was proposed after analyzing the uncertainties of measured data and the error of finite element model.In the new method,the finite element model was replaced by the multi-output support vector regression machine(MSVR).The interval variables of the measured frequency were sampled by Latin hypercube sampling method.The samples of frequency were regarded as the inputs of the trained MSVR.The outputs of MSVR were the target values of design parameters.The steel structure of National Aquatic Center for Beijing Olympic Games was introduced as a case for finite element model updating.The results show that the proposed method can avoid solving the problem of complicated calculation.Both the estimated values and associated uncertainties of the structure parameters can be obtained by the method.The static and dynamic characteristics of the updated finite element model are in good agreement with the measured data. 展开更多
关键词 model updating UNCERTAINTY interval analysis multi-output support vector regression large span spatial steel structure
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膨胀土引起的地面上抬变形及在场地评估中的应用(英文) 被引量:2
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作者 区马 张克绪 《岩土工程学报》 EI CAS CSCD 北大核心 2004年第3期412-415,共4页
回顾了预示膨胀土引起的地面上抬变形的方法和含膨胀土层场地的评估。基于软化模型提出了一个地面上抬变形的计算方法及其公式。给出了确定半空间无限体中土单元在自重下的膨胀势的关系式。对该含膨胀土层的水平场地的地面上抬变形计算... 回顾了预示膨胀土引起的地面上抬变形的方法和含膨胀土层场地的评估。基于软化模型提出了一个地面上抬变形的计算方法及其公式。给出了确定半空间无限体中土单元在自重下的膨胀势的关系式。对该含膨胀土层的水平场地的地面上抬变形计算方法做了详细说明。对一个含高膨胀压力的膨胀土层的场地计算了地面上抬变形 ,以说明膨胀层位置及厚度对地面上抬变形的影响。最后 ,将该地面上抬变形方法应用于含膨胀土层场地的评估 ,并以例显示了膨胀土层厚度和位置对场地评估的重要影响。 展开更多
关键词 膨胀土 膨胀势 地面上抬变形 场地划分 软化模型
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Scratching by pad asperities in copper electrochemical-mechanical polishing
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作者 边燕飞 翟文杰 +1 位作者 程媛媛 朱宝全 《Journal of Central South University》 SCIE EI CAS 2014年第11期4157-4162,共6页
Low dielectric constant materials/Cu interconnects integration technology provides the direction as well as the challenges in the fabrication of integrated circuits(IC) wafers during copper electrochemical-mechanical ... Low dielectric constant materials/Cu interconnects integration technology provides the direction as well as the challenges in the fabrication of integrated circuits(IC) wafers during copper electrochemical-mechanical polishing(ECMP). These challenges arise primarily from the mechanical fragility of such dielectrics, in which the undesirable scratches are prone to produce. To mitigate this problem, a new model is proposed to predict the initiation of scratching based on the mechanical properties of passive layer and copper substrate. In order to deduce the ratio of the passive layer yield strength to the substrate yield strength and the layer thickness, the limit analysis solution of surface scratch under Berkovich indenter is used to analyze the nano-scratch experimental measurements. The modulus of the passive layer can be calculated by the nano-indentation test combined with the FEM simulation. It is found that the film modulus is about 30% of the substrate modulus. Various regimes of scratching are delineated by FEM modeling and the results are verified by experimental data. 展开更多
关键词 electrochemical-mechanical polishing scratch pad asperities nano-scratch model nano-indentation
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