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Analysis on Thermal Stresses Adaptability to High Grade Asphalt PavementStructure in Qinghai-Tibet Plateau Li Ning1,a,*Zhou Xue-yan1,b, Tian Yu-xiang1,c, Liu Peng-wei1,d 1Key Laboratory of Special Area Highway Engineering of Ministry of Education, Chang’an University, Xi’an 710064, Shannxi, China alining_sn@163.com, bxueyan0229@163.com, c561637264@qq.com,dlpwait@163.com Keywords：Road Engineering,Thermal Stresses,Qinghai-Tibet Plateau,Asphalt Pavement Abstract.
Analysis on Compression Characteristics of Asphalt Mixture under Freeze-Thaw Cycles in Cold Plateau Regions[J]Journal of Jilin University Engineering and Technology Edition, 2013, 43(4):885-890 [3] SI Wei,MABiao,LiNing, Ren Jun-ping, WANG Hai-nian.
Cold Regions Pavement Engineering[M].
American Society of Civil Engineers，Reston, USA, 2009

Experimental Research on the Freeze-thaw Resistance of Basalt Fiber Reinforced Concrete Xiaochun Fan1, a, Di Wu1, b and Hu Chen2, c 1School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan 430070, China; 2YanHuang Optical Valley Technology Co.
It has become a hot topic of engineering studies.
In engineering applications, the mixing amount of fly ash should be taken into consideration.
This research had a certain reference value on the engineering applications of basalt fiber reinforced concrete.
In engineering applications, the mixing amount of fly ash should be taken into consideration.

Research of the Dynamic Compaction Effective Reinforcement Depth of Cohesionless Soil Xiuguang Song1, a, Yang Yang*1,b ,Qingdong Wu2,c and Zhidong Zhou1,d 1 School of Civil Engineering, Shandong University, Jinan, 250061, China 2Shandong LuQiao Group Co.
Engineering verification shows that, the results estimated by the formula is reliable, and can provide certain reference for the future engineering.
The effective reinforcement depth is one of the important parameters in the dynamic compaction field engineering design, and it is also the key parameter to reflect the treatment effect.
Engineering verification shows that, the results estimated by the formula is reliable, and can provide certain reference for the future engineering.
Journal of geotechnical engineering, 21(1),1998：76-80

Experimental Studies On The Impact Of Waste Mineral Admixtures On Concrete Properties Cong Lin1, a, Fusheng Liu1, b, Guangfa Zhou1, c, Yanbin Zhang1, d 1College of Water Conservancy and Civil Engineering, Shandong Agricultural University, Tai’an 271018, China alinconghey@163.com, bliufsh@sdau.edu.cn, czhouguangfa0728126@163.com, d397010721@qq.com Keywords: waster mineral admixture; basic properties of concrete; environment protection Abstract.
Test shows that when the replacement rate of the three kinds of admixture is 20%, the replace quanity is considerable and the basic requirements on compressive strength, the anti-permeability performance, frost resistance of the concrete can be satified；when the replace content of the stone powder or fly ash is 30%, the performance of the concrete decreases, it only can be applied in the engineering whose quality requirement is relatively low; the properties of the concrete can't meet the requirement of the engineering application when the the replacement rate of the coal gangue is 30%.
In conclusion，only the anti-frost property concret whose replacement rate of coal gangue powder is 30% can not reach the standard engineering.
Conclusion (1) The result showed that using the three kinds of waste mineral admixtures in the replacement of cement to reduce environmental pollution and reduce the cost of concrete engineering is feasible
(3) Content of stone powder and fly ash is 30%, concrete compressive strength, impermeability, frost resistance of concrete decreased slightly than the reference group, so it can be used in engineering which has lower requirements on the performance of concrete

Optimization and the Dimensional Analysis in Structural Engineering Problems E.V.
Magazine of Civil Engineering, No.2(37), 2013, pp.41- 47

Response of Circular Footing on New Key Engineering Material - Granulated Blast Furnace Slag as Structural Fill Dr.
Tripathi2, b Civil Engineering Department, National Institute of Technology Raipur, India, a lkyadu.ce@nitrr.ac.in, b rajesh_tripathi64@yahoo.co.in Keywords: Granulated blast furnace slag, circular footing, bearing capacity, settlement reduction factor Abstract.
Akinbolade: Stability of loaded footing on reinforced soil, Journal of Geotechnical Engineering, ASCE 107(6), (1981), p. 810-827
Saran: Isolated strip footing on reinforced sand, Journal of Geotechnical Engineering, SEAGS 32(3), (2001), p. 177–189
Journal of Geotechnical and Geoenvironmental Engineering, ASCE 135 (10), (2009), p. 1509-1518

Study on Seismic Behavior of Joints Composed of Engineering Material of Concrete Filled Steel Tube Xuwei Zhang1,a, Qiyin SHI2,b 1Zhenjiang Construction Projects Seismic and Safety Appraisal Office, Zhenjiang, Jiangsu 212000, China; 2Department of Civil Engineering, Jiangsu University, Zhenjiang, Jiangsu 212013, China; a924320867@qq.com, b shiqiyin@ujs.edu.cn Key words: joint; steel-encased concrete composite beam; concrete filled steel tubular; nonlinear finite element analysis; ductility performance; seismic behavior Abstract: Two different kinds of steel-encased concrete composite beam connected concrete filled low-cycle reversed loading.
The precision of the nonlinear finite element analysis of reinforced concrete is depending on the constitutive relation of concrete to a large extent. 0 Introduction Accelerating the process of the urbanization makes the urban land of increasing shortage,leading the boom of high-rise buildings.Steel-encased concrete structure ,a new kind of architectural construction,in widely used in the engineering practice for it’s higher bearing capacity , better seismic behavior and convenient construction and other characteristics .In the engineering application of concrete-filled steel tubular structure,the joints treatment of concrete-filled steel tubular and the beam has always been one of the key technical matters[1-2].Thus ,two different kinds of steel-encased concrete composite beam connected concrete filled steel tubular (CFST) column joints were set up, at the same time, they were tested under the low-cycle reversed loading ,column-continuity , practicability of the concrete puring at
The values of the equivalent viscous damping coefficient he is often used to distinguish the energy dissipation capacity of the structure in the earthquake in modern engineering seismic[4].
It has high bearing capacity, better ductility and seismic performance, between the frame joints of the reinforced concrete and the node of the steel reinforced concrete, which can meet the requirements of the engineering
When selecting appropriate constitutive relation, calculation models and failure criteria of the material, the analysis of the hysteretic behavior of the composite frame node with the application of non-linear finite element is an economically viable method, which provides a reference for engineering design.

Structural Analysis of the Bell Tower of the Basilica De La Merced of Lima PECEROS Henry Eduardo Torres Civil Engineering, Lima, Peru etopec@gmail.com Abstract The Bell Tower of the Basilica de la Merced de Lima is a monument with its own personality in itself, was built by master masonry Alonso de Morales as contract signed May 12, 1589 whose original is in the General File Nation of Peru.
Interesting comments on its formidable seismic capacity, and their significant contributions in knowledge of construction techniques of the builders of the sixteenth century in Lima, reveal a building that surprises with its apparent simplicity but it saves a lot of knowledge about engineering techniques applied to the great monuments that have survived from the years in which Lima was the largest metropolis in South America.

Dept. of Civil Engin., National Central University, Taoyuan County, 32001, Taiwan 4.
Friction of pavement is the most popular tropic which is concerned by drivers and engineers, surface texture are also widely regarded as key factor to influence it.
The Chinese Journal of Process Engineering, Science Press, vol. 9, No. 2 ,pp.135-pp.138(2008)

Stability Analysis of S-RMS Under Seismic Loading Jingjing HAN1,a, Baoxian LIU1,b and Dongliang ZHANG2,c 1School of Architectural and Civil Engineering, Xihua University, Chengdu , China; 2Tianjin,engineering survey and design Co., LTD of north China ,China; atumuhanjingjing@163.com, bjzytmlbx@yahoo.com.cn,c z_dongliang@163.com Keywords: S-RMS, Seismic loading, stability analysis, numerical value simulation Abstract.
Study of slope stability under seismic loading is an important aspect of slope stability study, also, it is one of the important issues geotechnical engineering and earthquake engineering concerned [10].
Hydrogeology and Engineering Geology, No.1 (2003), p. 18-19,in Chinese
Rock Mechanics and Engineering,Vol.20, (2001): p. 1518-1522,in Chinese
Rock Mechanics and Engineering, Vol.23, (2004): p.2 792-2 797,in Chinese.