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Relativity analysis on the detection methods of compaction degree for expressway subgrade Gui-juan ZHAO School of Architecture and Civil Engineering, Xi’an University of Science and Technology, Xi’an 710054, China guijuanzhao@126.com Keywords: Expressway;Subgrade;Compaction degree;Tetection;Sand cone method;Cutting ring method;Nuclear density instrument method;Drop hammer frequent measuration.
The engineering quality is assessed through the test detection data[1].
The paper analyzed the advantages and disadvantages of different testing methods for construction quality control,and verified that the sand cone method which conducts standard method of subgrade detection is worth extending. 1 Current detection methods for compaction degree of subgrade 1.1 Sand cone method Sand cone method which replace the hole volume by uniform particle sand is the most common method,and is listed as the main method of scene compaction degree in many engineering.
[3] JTG E40-2007,Test Methods of Soils for Highway Engineering [S]
[5] JTG E60-2008,Field Test Methods of Subgrade and Pavement for Highway Engineering [S]

Study on Ground Motion Parameters of Seismic Appraisal for Existing Structures Based on Residual Service Life Xiaolong Zhou1, 2, a, Yingmin Li1, 2, b 1School of Civil Engineering, Chongqing University, Chongqing, 400045, China 2Key Laboratory of New Technology for Construction of Cities in Mountain Area (Chongqing University), Ministry of Education, Chongqing, 400045, China azhouxiaolong_83@163.com, bliyingmin@cqu.edu.cn Keywords: Seismic appraisal, Basic intensity for seismic assessment, Ground motion parameters, modification factors Abstract.
References [1] Jianping Wu, XueShuang Bai: Earthquake Resistant Engineering.
(In Chinese) [2] Yuhong Ma, Guifeng Zhao and Lili Xie: Earthquake Engineering and Engineering Vibration.
(In Chinese) [3] Xiaowang Gao, Aibing Bao: Earthquake Engineering and Engineering Vibration.

Sectional Model Experiments at High Reynolds Number for the Deck of a 1018m Span Cable-stayed Bridge[C]//Proceedings of 11th International Conference on Wind Engineering.
Journal of Wind Engineering and Industrial Aerodynamics, 2011(89):619-632
Investigation on the Vortex-induced Vibration of Shaojia Twin Box Bridge by Wind Tunnel Tests[C]//Proceedings of the 14th symposium on Wind Engineering of China.
Beijing: China Civil Engineering Society, 2009:580-584.
Engineering Mechanics, 2011(28):184-194.

It has found its way into industry and is used in a variety of engineering fields.
Key Engineering Materials.
Mohammadian Structural topology optimization using an enhanced level set method Scientia Iranica, Transactions A: Civil Engineering vol.19 (2012) p.1157–1167 [18] Turing A.M., The Chemical Basis of Morphogenesis, Phil.
TavakkoliStructural topology optimization using ant colony methodology Engineering Structures. vol.30 (2008) p.2559–2565 [21]Mamtimin Geni, Wang Xufei, Masanori Kikuchi.
Study on Self-consistent Mesh Generating Method of Hexahedron Element based on the Local Waveform Method with Damping, Key Engineering Materials Vols.306-308 (2006) pp.607-612

It is worth noticing that because of its performance characteristics, if improper operation, it can cause a serious of common quality problems such as the empty drum, the painting shell, temperature and stress cracking, etc, which could bring certain harm to the back of the decoration engineering.
After a long-time argument on the durability, we can promote the use of engineers.
In the new building of YunLang, Tianjin, this kind of technology is adopted in the exterior wall thermal insulation engineering [7].
Conclusions The development and application of new building wall materials need long-term and lasting social attention, but not any new building wall materials are suitable for development at any time in any region, so people should determine the future development of varieties and production according to the specific situation of each countries, meeting different regions, respectively, the requirements of all kinds of building wall engineering.
The academy of civil engineering and construction of Henan province in 2010, 2010-08-01. in Chinese [6] Jingying Chang: The situation analysis and forecast of new building materials industry [j].

Department of Biosystems Engineering, Faculty of Production Engineering and Logistics, Opole University of Technology 76 Proszkowska Street, 45-758 Opole, Poland j.krolczyk@po.opole.pl Keywords: granular materials, multi-component, heterogeneous granular mixture, screw mixer, homogeneity Abstract.
This process is one of the oldest unit operations in process engineering.
Another crucial aspect is the production of safe food by implementing the ISO and HACCP standards and also safety engineering issues [10].
Legutko, Microhardness and Surface Integrity in Turning Process of Duplex Stainless Steel (DSS) for Different Cutting Conditions, Journal of Materials Engineering and Performance. 23, 3 (2014) 859-866
Archives of Civil and Mechanical Engineering (2014), http://dx.doi.org/10.1016/j.acme.2014.05.001

Study on Kinetics of Color Changes in Thompson Seedless Grapes During Drying Process Yanhua Dong,1,3,aRuoyu Zhang,2,3,bZhentao Zhang,3,cLuwei Yang,3,d Changhu Xue,1,eJuan Wei,3,fand Ruiyun Yang2,3 ,g 1College of Food Science and Engineering, Ocean University of China, Qingdao, China 2School of Environment and Energy Engineering, Beijng University of Civil Engineering and architecture, Beijing, China 3Technical Institute of Physics and Chemistry, Chinese Academy of Sciences, Beijing, China adongyh1202@163.com, bzrykxyj@163.com, czzt@mail.ipc.ac.cn, clwyang2002@yahoo.com.cn, dxuech@ouc.edu.cn, eweijuansh@126.com, f903922388@qq.com Keywords: Thompson seedless grape; Air drying; Color changes; First-order Kinetics.
In Chemical Reaction Engineering (2nd ed., pp. 41–47).
Journal of Food Engineering, 48: 169–175 [10] M.H.
Journal of Food Engineering. 45: 231–236 [11] Van Boekel MAJS (2008) Kinetic modeling of food quality: a critical review.

Engineering materials.
Shafigullina, Analysis of physical and mechanical properties of polyurethane facade thermal panels used in civil construction.
Mashinskaya, Application of thermal analysis for control of processing properties of thermoset prepregs of engineering polymer composites, Trudy VIAM, December 1996.
Mohler, 1991 TA for polymer, Engineering NETZSCH, Annual for Science and Industry, 2 (1991) 165
Mohler, 1991 TA for polymer, Engineering NETZSCH, Annual for Science and Industry, 3 (1991) 165

O’Dwyer Department of Civil, Structural and Environmental Engineering, Museum Building, Trinity College Dublin, Ireland dwodwyer@tcd.ie Keywords: Railway, Fatigue, Bridge, Assessment Abstract.
Many structural engineering codes of practice define the number of cycles to failure using equations of this form.
In the case of older structures the effects of hammer-blow loading from steam engineers may also be a consideration.
Atkins, Stress Analysis, in: Kempe’s Engineers Yearbook 1989, Morgan Grampian Book Publishing Co.
Fuchs, Metal Fatigue in Engineering, John Wiley and Sons, New York, 2000 [4] S.

Buckling and Post-buckling of Composite Shells with Asymmetric Meshing in form of Axial Band in Numerical Model Ziaul Rehman Tahir a,b,Parthasarathi Mandala School of Mechanical, Aerospace and Civil Engineering aUniversity of Manchester, Pariser Building, Sackville Street, M13 9PL, UK bziartahir@uet.edu.pk Keywords:Composite Shell, Asymmetric Meshing, Geometric Imperfection, Perturbation Technique, Eigenvalue Analysis, Riks Analysis Abstract Asymmetric meshing is a perturbation introduced in the numerical model without changing geometry, loading or boundary conditions.
Acknowledgment The first author thanks to University of Engineering and Technology, Lahore, Pakistan for financial support for Ph.D. studies under Faculty Development Programme.
Variational Methods in Engineering, Southampton University Press, University of Southampton, Southampton, GB, 1972
Bathe, Finite Element Procedures in Engineering Analysis, Prentice Hall, New Jersey, 1982
Bisagni, Numerical analysis and experimental correlation of composite shell buckling and post-buckling, Composites Part B: Engineering, 31 (2000) 655-667