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Rutting resistance of asphalt mixtures in the middle course 被引量:4
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作者 杨军 于良溟 +2 位作者 万军 陈军 钱国超 《Journal of Southeast University(English Edition)》 EI CAS 2006年第2期270-272,共3页
In order to improve the rutting resistance of asphalt mixtures in the middle course to reduce the rutting of asphalt pavement, the influence of different types of gradation with their own optimal asphaltaggregate rati... In order to improve the rutting resistance of asphalt mixtures in the middle course to reduce the rutting of asphalt pavement, the influence of different types of gradation with their own optimal asphaltaggregate ratios is analyzed. Some investigations are made out on the mixture in the middle course through the modified wheel tracking test in air bath and the Hamburg wheel tracking test (HWTT) in water bath, and the results of which are compared with the corresponding research in Germany. Results show that the Sup20 and the modified AC-20I have better performance than that of AC-20I under the same test conditions. In addition, the high-quality bitumen and hard aggregate can improve the rutting performance of the mixture in water-submerged conditions. The selection of modified asphalt, hard aggregate and a reasonable gradation are essential to the improvement of the rutting resistance of the mixtures used in the middle course. 展开更多
关键词 middle course RUTTING modified asphalt modified wheel tracking test Hamburg wheel tracking test
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Evaluation on High-temperature Adhesion Performance of Hot-applied Sealant for Asphalt Pavement 被引量:2
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作者 李峰 LI Tinggang SHI Xiaopei 《Journal of Wuhan University of Technology(Materials Science)》 SCIE EI CAS 2014年第6期1237-1241,共5页
In order to investigate the high-temperature performances of the asphalt pavement hot-applied sealant, as well as to reduce failures of the sealant pullout, the softening point test and the flow test(two existing met... In order to investigate the high-temperature performances of the asphalt pavement hot-applied sealant, as well as to reduce failures of the sealant pullout, the softening point test and the flow test(two existing methods for evaluating high-temperature performances) were conducted. It was found that both tests could not accurately reflect the adhesion performances of the sealant at high temperatures. For this purpose, the adhesion test for PSAT(pressure sensitive adhesive tape) has been taken as a reference to develop a device that is suitable for evaluating the adhesion performances, by modifying relevant test parameters according to the road conditions at high temperatures. Thirteen common sealants were tested in the modified adhesion test, softening point test and f low test. The experimental results show that no significant correlation(p〉0.05) exists between the adhesion value, softening point, adhesion value and flow value; while a significant correlation(p〈0.05) exists between the softening point and flow value. The modified adhesion test is efficient in distinguishing the hightemperature adhesion performances of different sealants, and can be used as a standard method for evaluating such performances. 展开更多
关键词 hot-applied sealant pullout high-temperature performance adhesion performance modified adhesion test
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Numerical verification of similar Cam-clay model based on generalized potential theory 被引量:2
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作者 钟志辉 杨光华 +2 位作者 傅旭东 温勇 张玉成 《Journal of Central South University》 SCIE EI CAS 2014年第12期4707-4713,共7页
From the mathematical principles, the generalized potential theory can be employed to create constitutive model of geomaterial directly. The similar Cam-clay model, which is created based on the generalized potential ... From the mathematical principles, the generalized potential theory can be employed to create constitutive model of geomaterial directly. The similar Cam-clay model, which is created based on the generalized potential theory, has less assumptions,clearer mathematical basis, and better computational accuracy. Theoretically, it is more scientific than the traditional Cam-clay models. The particle flow code PFC3 D was used to make numerical tests to verify the rationality and practicality of the similar Cam-clay model. The verification process was as follows: 1) creating the soil sample for numerical test in PFC3 D, and then simulating the conventional triaxial compression test, isotropic compression test, and isotropic unloading test by PFC3D; 2)determining the parameters of the similar Cam-clay model from the results of above tests; 3) predicting the sample's behavior in triaxial tests under different stress paths by the similar Cam-clay model, and comparing the predicting results with predictions by the Cam-clay model and the modified Cam-clay model. The analysis results show that the similar Cam-clay model has relatively high prediction accuracy, as well as good practical value. 展开更多
关键词 generalized potential theory similar Cam-clay model modified Cam-clay model numerical test PFC3D
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Fractographic and Fracture Mechanical Investigations of Refractories under Different Loading Conditions
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作者 Harald HARMUTH Elmar Karl TSCHEGG 《China's Refractories》 CAS 2014年第1期19-23,共5页
Crack initiation and propagation have been investigated under tensile and shear loading in ceramically and carbon bonded refractories.A wedge splitting test procedure and a modified shear test have been applied.Test r... Crack initiation and propagation have been investigated under tensile and shear loading in ceramically and carbon bonded refractories.A wedge splitting test procedure and a modified shear test have been applied.Test results have been used for material characterization especially with respect to brittleness.Furthermore a microscopic fractographic test procedure was developed and applied on fractured test specimens.In order to explain brittleness dependence on structure properties correlation of fractographic and fracture mechanical results has been evaluated.Frequently brittleness reduction is achieved by a lower amount of transgranular crack propagation associated with a strength decrease while maintaining specific fracture energy unchanged.Deviations from pure linear fracture mechanics increase with decreasing brittleness and contribute to specific fracture energy.Shear specimens may show two generations of cracks,a first one initiated by tensile loads (stable propagation) and a second one by shear loads (unstable propagation). 展开更多
关键词 Fractographic and fracture investigation BRITTLENESS REFRACTORIES wedge splitting test modified shear test
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Modified likelihood ratio test for homogeneity in bivariate normal mixtures with presence of a structural parameter
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作者 QIN YongSong LEI QingZhu 《Science China Mathematics》 SCIE 2008年第10期1871-1882,共12页
This paper investigates the asymptotic properties of the modified likelihood ratio statistic for testing homogeneity in bivariate normal mixture models with an unknown structural parameter. It is shown that the modifi... This paper investigates the asymptotic properties of the modified likelihood ratio statistic for testing homogeneity in bivariate normal mixture models with an unknown structural parameter. It is shown that the modified likelihood ratio statistic has χ22 null limiting distribution. 展开更多
关键词 mixture model modified likelihood ratio test asymptotic distribution 62F03 62F05
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Advanced Measures to Characterize Mechanical Properties of Refractories
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作者 Shengli JIN Harald HARMUTH +1 位作者 Dietmar GRUBER Amina SIDI MAMMAR 《China's Refractories》 CAS 2018年第1期8-13,共6页
The thermomechanical modelling method is becoming an important tool nowadays for the refractory researchers, suppliers and end-users. On one hand, applications focus on the post-mortem thermomechanical analysis to int... The thermomechanical modelling method is becoming an important tool nowadays for the refractory researchers, suppliers and end-users. On one hand, applications focus on the post-mortem thermomechanical analysis to interpret the occurred fitiluw phenomena of refractories in service. On the other hand, a priori investigation is very helpful for the design of refractory lining con- cepts before putting them into effect; as a result it will minimize the probability of refractory lining premature .failure and save costs for the refractory suppliers as well as for the end-users. For both investigation routines, suitable material constitutive models and testing approa- ches are of relevance. Existing material constitutive mod- els often used for refractories are the fictitious crack model acting for tensile failure, the Mohr - Coulomb or Drucker- Prager model describing shear failure, and the Norton - Bailey model representing creep. To charac- terize tbe tensile and shear fitilure of refractories at room temperatare and elevated temperatures, a wedge splitting test and a modified shear test can be applied, respectively. The creep behavior and corresponding creep parameters of refractories can be determined with an appropriate creep testing device at elevated loads. The proper appli- cation of material constitutive models and testing approa-ches allows for improving the thermo-mechanical modelling and the optimizatian of the lining design. 展开更多
关键词 REFRACTORIES wedge splitting test modified shear test compressive creep test tensile creeptest material constitutive model
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Testing and assessing the performance of a new warm mix asphalt with SMC 被引量:1
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作者 Changfa Ai Qiang Joshua Li Yanjun Qiu 《Journal of Traffic and Transportation Engineering(English Edition)》 2015年第6期399-405,共7页
Warm mix asphalt (WMA} is a new technology which asphalt mix is produced and placed at normal temperature. It has advantages including low cost, environmentally friendly, haul-convenience, and so on. WMA has been wid... Warm mix asphalt (WMA} is a new technology which asphalt mix is produced and placed at normal temperature. It has advantages including low cost, environmentally friendly, haul-convenience, and so on. WMA has been widely tested and applied in the USA in the last decade, but it has just started in China. Recently, a new WMA using a new plastic- macromolecule-normal temperature additive, which was called "SMC" by the production company, was introduced as asphalt modifier. Based on discussing the strength forming process of this new WMA with SMC, a series of laboratory tests, including Marshall stability test (MST), boiling test (BT), modified immersion Marshall test (MIMT), freeze-thaw split- ring test (FTST), rutting test (RT), low-temperature bending test (LTBT), and abrasion loss test (ALT), were conducted in this study to assess the performance of this WMA and the capability of applying it on low volume roads in China. SMC modified asphalt mixed under normal temperature is used in testing samples. It was found that this WMA product exhibited merits on its strength, which was about 6.7 kN bigger than the requirement of 5.0 kN in the JTG F40-2004, on high-temperature stability, which is about 1100 times/ram greater than the requirement of 600-1000 times/mm in the )TG F40-2004, and on its storage stability. Based on these indicators, it is recommended that this product could be used for low volume low class roads construction. However, due to the relatively lower water resistance and low-temperature cracking resistance, this product is suggested to be applied first in the areas with warm weather and little rainfall. In order to improve the perfor- mance of this WMA with SMC, further research on this SMC asphalt modifier should be continued. 展开更多
关键词 Warm mix asphalt (WMA) SMC asphalt modifier Low volume road Laboratory test Performance assessment
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A tribute to Professor Xiru Chen Testing the Order of a Normal Mixture in Mean
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作者 Jiahua Chen Pengfei Li 《Communications in Mathematics and Statistics》 SCIE 2016年第1期21-38,共18页
There has been a rapid progress in designing valid and effective statisticalhypothesis tests for the order of a finite mixture model.In particular,EM-test forthe order of the mixture model has been developed and found... There has been a rapid progress in designing valid and effective statisticalhypothesis tests for the order of a finite mixture model.In particular,EM-test forthe order of the mixture model has been developed and found effective when thecomponent distribution contains a single parameter.EM-test is found to be particularlyeffective and elegant for the order of normal mixture in both mean and variance.Theidea behind EM-test has been found widely applicable.In this paper,we investigatethe use of EM-test for the order of a finite normal mixture in the mean parameterwith equal but unknown component variances.We show that for any positive integermo≥2,the limiting distribution of the EM-test for the order of mo against the higherorder alternative is x^(5)_(m0-1).A genetic example is used to illustrate the application ofthe EM-test. 展开更多
关键词 EM-test HOMOGENEITY Mixture model modified likelihoodratio test Structural parameter
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On finitemixture models
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作者 Jiahua Chen 《Statistical Theory and Related Fields》 2017年第1期15-27,共13页
Finite mixture models are widely used in scientific investigations.Due to their non-regularity,there are many technical challenges concerning inference problems on various aspects of the finitemixture models.After dec... Finite mixture models are widely used in scientific investigations.Due to their non-regularity,there are many technical challenges concerning inference problems on various aspects of the finitemixture models.After decades of effort by statisticians,substantial progresses are recorded recently in characterising large sample properties of some classical inference methods when applied to finitemixture models,providing effective numerical solutions formixture model-based data analysis,and the invention of novel inference approaches.This paper aims to provide a comprehensive summary on large sample properties of some classical statistical methods and recently developed modified likelihood ratio test and EM-test for the order of the finite mixture model.The presentation de-emphasises the rigour in order to gain some insights behind some complex technical issues.The paper wishes to recommend the EM-test as the most promising approach to data analysis problems from all models with mixture structures. 展开更多
关键词 C(α)-test EM-test hidden Markov model HOMOGENEITY modified likelihood ratio test structural parameter
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