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A New Method for Dynamic p-y Curves of Pile-cap Structure in Layered Soil Yurun Li1, 2, a, Yan Liang3, Xing Wei 1 and Yunlong Wang4 1College of Civil Engineering, Hebei University of Technology, 5340 Xiping Road, Beichen District, Tianjin, 300401 China 2Civil Engineering Technology Research Center of Hebei Province, 5340 Xiping Road, Beichen District, Tianjin, 300401 China 3Tianyi architecrural design CO.
Method of p-y curve study on lateral dynamic response of pile foundation in liquefiable soil is the most recipient and the commonly used method in current geotechnical engineering field.
The shaking table used for the test is developed by Institute of Engineering Mechanics, CEA.
Li: Study on lateral dynamic response of Pile foundation in liquefiable soil (Ph.D., Institute of Engineering Mechanics, China Earthquake Administration, 2006), (In Chinese)
Sun: China Harbour Engineering, Vol. 135(2005) No. 2, p.1 (In Chinese)

Nowadays many numerical tools are available for civil engineers for the modelling of NPPs structures, as documented for example in [2].
European Journal of Environmental and Civil Engineering, 18(7): 754-769; 2014 [5] B.
ASCE Journal of Structural Engineering, 139( 9), 2013c, 1600-1607
Journal of Structural Engineering, 2001
Journal of Structural Engineering, 119(12), 1993, 3590–3610

Nonlinear Analysis of Underground Walls in Interaction with Subgrade Ľubomír Prekop1,a* 1Slovak University of Technology, Faculty of Civil Engineering, Radlinského 11, 813 68 Bratislava, Slovak Republic alubomir.prekop@stuba.sk Keywords: contact, 3D structural model, interaction, sheeting structure, elastic subgrade Abstract.
Introduction Modeling of the ground solid belongs among the most demanding tasks of the engineering practice, as the soils generally are considered to be non-homogeneous and anisotropic materials.

Application of High Volume Fly-Ash Concrete in Mining Roads Kai Zhu1, a, Liming Zhang1, b 1Department of Civil and Materials Engineering, Henan University of Urban Construction, Pingdingshan, Henan, 467036, China azhk123@hncj.edu.cn, b zhangliming@hncj.edu.cn Keywords: High volume fly-ash concrete, Mining roads, Pavement performance, Experiment investigation, Engineering application.
Experiments show that the performance of high volume fly-ash concrete is good for the need of pavement engineering.
Overview of engineering application In order to test the practical operational performance of high volume fly-ash concrete pavement, the experimental pavement was build in a mine of Pingdingshan City.
Thus it can be seen that the high volume fly-ash concrete basic performance are good for the need of pavement engineering.
If we have decided to building high volume fly-ash concrete pavement on mining area, it should have been entirely possible to save a great deal of cement and construction, reduce cost and engineering time.

TAREFDER2, b 1Assistant Professor, Civil and Environmental Engineering Dept., KFUPM, Dhahran 31261, Saudi Arabia 2Associate Professor, Civil Engineering Dept., University of New Mexico, Albuquerque, NM 87106, USA aarifz@kfupm.edu.sa, btarefder@unm.edu Keywords: Adhesion force, asphalt binder, antistripping agents, functionalized tips, AFM testing.
As reported in the Journal of Material in Civil Engineering, transmission electron microscopy was used in 2002 to better understand the behavior of SBS in asphalt binders.
Journal of Materials in Civil Engineering, ASCE, 667
J Mater Civil Eng, 14 (3), 224–9

Study on Mechanical Behavior of Aerated Concrete Block Infill Wall under Out-of-Plane Action Yi Sun1,2,a, Yuan ming Dou1 and Hong liang Cui1,b 1 School of Civil Engineering, Hebei University of Technology, No. 5340 Xinping Street, Beichen District, Tianjin, 300401, China 2 Tianjin Public Security Fire Department, No. 708 South Roud, Nankai District, Tianjin, 300090, China asunyi2014@yeah.net, bcuihonghb211@126.com Keywords: Structural engineering, Mechanical behavior, Infill walls, Concrete Block, Out-of-Plane Abstract.
“Arching in Masonry Walls Subjected to Earthquake Motions”, Journal of Structural Engineering, 2002, 128(2): 153-159
“Arching in Masonry Walls Subjected to Earthquake Motions”, Journal of Structural Engineering, 2002.2

Experimental Research on Fatigue Behavior of Recycled Aggregate Reinforcement Concrete from Earthquake-Stricken Area Yan HQa, Wang QYb Department of Civil Engineering and Mechanics, Sichuan University, Chengdu, China,610065 ayhq_aria@163.com, bwangqy@scu.edu.cn Keywords: recycled reinforcement concrete, fatigue, axial compression, eccentric compression Abstract.
Based on the analysis of experiment results, it can be proved that it is feasible to apply recycled concrete to practical engineering. 1.
Based on the analysis of experiment results, it can be proved that it is feasible to apply RAC to practical engineering. 2.
Experimental research on the shear properties of recycled concrete beams[J].Structural Engineering,2004,20(6):54-58

A Brief Discussion and Analysis on Methods of High Performance Architecture Facades Design Yi He1, a, Ming Chen2, b, Xi Wang3, c 12-3-2101,Yuyuanxiaoqu, Huazhong University of Science and Technology, Wuhan, Hubei, 430074, China 2The College of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan, Hubei, 430000, China 32-3-2101,Yuyuanxiaoqu, Huazhong University of Science and Technology, Wuhan, Hubei, 430074, China aharryhenry@yahoo.cn, bCM-1966@163.com, clolyemma@yahoo.com.cn Keywords: High-performance building façades, Facade design tools, Windows systems, Analysis of facade Abstract.
It based on technical and market objectives, surveys of commercially-available technologies, manufacturers, architects and engineers, utilities, and other stakeholders.

DM-3 does not break into much small pieces under impacting force, and has the higher hardness and strength along the thickness direction, thus, DM-3 is a good debris or bullet resistant glass at the aircraft industry and civil application.
Therefore, DM-3 is a good debris or bullet resistant glass at the aircraft industry and civil application
Travessa, et al.: Materials Science and Engineering A Vol. 464 ( 2007), p.141 [13] X.L.
Yan: Materials Science and Engineering Vol.

Table 1 Near-source factors given in UBC97 Seismic Source Type Seismic Source Description Na Nv Closest Distance to Known Seismic Source (km) Maximum Moment Magnitude, M Slip Rate, SR (mm/year) ≤2 5 ≥10 ≤2 5 10 ≥15 A M≥7.0 SR≥5 1.5 1.2 1.0 2.0 1.6 1.2 1.0 B M≥7.0 SR<5 1.3 1.0 1.0 1.6 1.2 1.0 1.0 M<7.0 SR>2 M≥6.5 SR>2 C M≥6.5 SR≤2 1.0 1.0 1.0 1.0 1.0 1.0 1.0 ASCE-07 (2005) is the standard of American Society of Civil Engineers.
[7] ASCE-07(2005), American Society of Civil Engineers