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Contrast Study on Prediction Models of the Post-construction Settlement of Embankment in Saline Soil Area Tianwen lai1,2,a, Qiyun Zhou3,b 1 School of Civil Engineering and mechanics, Lanzhou University, Lanzhou, Gansu, 730000, China 2 School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou, Gansu, 730070, China 3 lan-xin Railway Ganqing limited company, Lanzhou, Gansu, 730000, China alaitianwen@mail.lzjtu.cn, bZqiyun551105@163.com Keywords: Saline soil, Embankment, Post-construction settlement, Prediction model, new model, standard hyperbolic model, modified hyperbolic model, exponential model.
Analysis of Engineering example Project overview.
WANG: Railway Engineering, Vol. 9 (2008), in Chinese, pp. 61-63 [4] W.
HE: Subgrade Engineering, Vol. 125 (2006), in Chinese, pp. 71-73 [6] T.
LI: China Civil Engineering Journal, Vol. 38 (2005), in Chinese, pp. 92-95

Study on Seismic Response Characteristics of Double Cables Suspension Bridge Nan Hong Ding1,a,Li Xia Lin 1,b,Yong Jiu Qian 2,c,Lei Huang 1,d 1School of Civil Engineering Lanzhou jiaotong University, Lanzhou 730070, China 2School of Civil Engineering Southwest Jiaotong University, Chengdu 610031, China ananhongd@126.com, bLinLixia@126.com, cyjqian@sina.com, dhuanglei190806@126.com Key words: Double cables suspension bridge, Non-classical damping, Equivalent viscous damping ratio, Response spectrum, Time history analysis, Cable shape coefficient Abstract.
Fig. 1 Double cable suspension bridge profile The paper is based on the engineering background of a double chains suspension bridge in the upper reaches of the Yellow River.
Perera: Engineering Structures, Vol. 27 (2005) No.13, p.1220
Qin: Engineering Mechanics, Vol. 20 (2003) No.1, p. 32.
Su: Civil Engineering Journal, Vol. 36 (2003) No.5, p.31.

School of Civil Engineering and mechanics, Central South University of Forestry and Technology , ChangSha 410004 China ; 2.School of Civil Engineering , HuNan City University ,YiYang 413000 ,China) aemail: iamjxl@tom.com, bemail:yanghui-dd@163.com Key words: grouting; jointed rock mass; stress intensity factor; interaction of propagating cracks; fracture failure criterion Abstract: The cracking and propagation regulations of compressive-shear rock cracks and the evolution regulations of the stress intensity factor at the branch crack tip under the grouting pressure were discussed in this article.
In civil engineering of our country, this technique applies to many domain, but the theory research is trailed along far behind its practice.
[4]Yang Yan-yi, The underlying relationship between nonlinear rheological property of fissured rocks and damage development,Engineering Mechanics, 2(2002)81-90
[6]Guo Shao-hua,Sun Zong-qi,Xie Xiao-qing, Research on mode and criterion of rock fracture under compressive loading, Chinese Journal of Geotechnical Engineering , 3(2002)304-308
[10]Zhang Qiang-yong, Strength and Stability Analysis and Its Application in Geotechnical Engineering, China Architecture and Building Press, Beijing, 2005

In this way they contribute to progress in civil engineering theory and practice [1].
They contribute to the progress in both theory and practice of civil engineering.
Engineering Structures, Vol. 23 (2001), p. 102-109 [2] O.
Engineering Structures, Vol.17, No.2 (1995), p. 113-121 [3] A.
Engineering Structures, Vol. 29 (2007), p. 1052–1063 [6] Williams, C.

FEM Modeling of End-Plate Assembling Bolt Connections of CHS Profiles ROSMANIT Miroslav 1,a* and JURČÍKOVÁ Anežka 2,b 1 Department of Structures, Faculty of Civil Engineering, VSB-Technical University of Ostrava, Czech republic 2 Department of Structural Mechanics, Faculty of Civil Engineering, VSB-Technical University of Ostrava, Czech republic a miroslav.rosmanit@vsb.cz, b anezka.jurcikova@vsb.cz Keywords: ANSYS; FEM; assembling joint; prying; equivalent T-stub flange in tension.
In Periodica Polytechnica – Civil Engineering, Volume 57(2), 2013, p. 157-172.
In Engineering Structures, Volume 43, 2012, p. 139-148.
In Engineering Structures, Volume 36, 2012, p. 113-122.
Procedia Engineering, Volume 40, 2012, p. 6.

Research on the Prediction and Calculation Method of Settlement of Red Clay Foundation Yuanzhong Zhou1, a, Xinrong Liu2, b and Yu Yu 2, c 1 College of Material and Construction Engineering, Guizhou Normal University, Guiyang 550001, China; 2 College of Civil Engineering, Chongqing University, Chongqing 400045, China.
Introduction The red clay as a special geotechnical soil has been concerned in engineering.
But compared to the engineering practice, there is still the gap between the theoretical study and it, particularly the consolidation settlement calculation is urgently needed to further study.
Master Thesis of Civil Engineering, National Taiwan University, Taiwan; 1999 [4] Duh FL Lue CJ.
Master Thesis of Civil Engineering Chung Fua University, Taiwan; 1992

Generally, researchers in structure engineering are familiar to contact analysis job based on solid element or shell element, but this reasonable idea could not solve the current complexible problem in shape formation due to large numbers of elements after mesh.
Bu, Chief Structural Engineer at Institute of Architecture Engineering of Shaanxi Province.Special thanks are accorded Liankun.Wang at Wuyi University, Xiantie.Wang and Junfeng.Wang at Xi’an University of Architecture & Technology and Qiaorong.Zhao at Design Institute Chongqing Iron & Steel Group who assisted with the various phases of the project.
References [1] G.Dahdashti and L.C.Schmidt: Hypar Space Trusses Formed by means of Post-tensioning, International conference on lightweight structures in civil engineerings, Warsaw, Poland, Vol.3 (1995), p. 629 [2] Hewen.Li and L.C.Schmidt: Post-tensioned and Shaped Hypar Space Trusses, Journal of Structural Engineering , ASCE, 123:2, (1997), p. 130 [3] C.R.Calladine: Buckminster Fuller’s tensegrity structures and Clerk Maxwell’s rule for the construction of stiff frames, Int.
Solids Struct., 14:3, (1978), p. 161 [4] Hewen.Li: Shape Formation of Space Trusses, Department of Civil & Mining Engineering, University of Wollongong, Australia, Ph.D thesis, (1997)
[5] Dongzhao.Chen: Experimental Study on Shape Formation and Vertical Ultimate Load Capacity of Post-tensioned and Shaped Hypar Space Truss, Department of Civil Engineering, Xi’an University of Archtecture & Technoloy, China, Ph.D thesis (in Chinese), (2005)

Study on Placement of U Tendons in Box-section Pylon of Cable-stayed Bridge Hongyuan Tang 1, a, Shaoping Meng 2, b 1College of Architecture and Civil Engineering, Xihua University, Chengdu 610039, China 2College of Civil Engineering, Southeast University, Nanjing 210096, China asteventhy@163.com, bcardosomeng@sina.com Keywords: cable-stayed bridge; bridge pylon; U tendons; placement.
References [1] Zhao Liu, Shao-ping Meng, Zhi Liu: China Civil Engineering Journal: 6(2004), p. 35-51.
(In Chinese) [2] Zhao Liu, Shao-ping Meng, Zhitao Lv: Engineering Sciences: 12(2003), p. 48-54.
(In Chinese) [4] Yiqiang Xiang, Shaoping Yi, Xiaoqing Du: China Civil Engineering Journal: 1(2002), p. 15-22.
(In Chinese) [5] Wangxi Zhang, Weijian Yi, Jianyang Cheng: Central South Highway Engineering, 4(2001), p. 33-35.

A Study on the Establishment ofDemolition Waste DBSystem by BIM-based Building Materials Jae-Woo, Park1, a, Gi-Wook, Cha2,b,Won-Hwa,Hong3,candHyun-Cheol, Seo4,d 1School of Architectural, Civil, Environmental and Energy Engineering, Kyungpook National University, 1370, Sankyuk-dong, Bukgu, Daegu City, South Korea 2School of Architectural, Civil, Environmental and Energy Engineering, Kyungpook National University, 1370, Sankyuk-dong, Bukgu, Daegu City, South Korea 3School of Architectural, Civil, Environmental and Energy Engineering, Kyungpook National University, 1370, Sankyuk-dong, Bukgu, Daegu City, South Korea 4School of Architectural, Civil, Environmental and Energy Engineering, Kyungpook National University, 1370, Sankyuk-dong, Bukgu, Daegu City, South Korea alobster918@naver.com, bckgnr@nate.com, chongwh@knu.ac.kr, dcharles@knu.ac.kr Keywords:BIM, Database, Demolition stage, C&D waste, Building material.
Table 1.Current state of BIM industry in Korea[4] Classification 2009 − 2011 2012 Architects Engineering BIM Architects Engineering BIM Total number of contracts 88 30 82 131 21 110 The number of service contracts 55 24 78 82 18 90 Contract service fees (Unit: 104 US$) 9,621 105 1,016 22,221 137 530 Methodology This study analyzed ARCHICAD library and the construction information classification system of Korea to develop a BIM-based C&D waste database reflecting the circumstances of Korea.

Malek1, Leong Sing Wong1, Chao-Wei Tang3, Zhi-Kwong Lee1, Alfred-Fuchian Lim1, Yon-Yi See1, Jieun-Lin Ooi1, Mustafa Hashim4, Usoff Yong4, Nor Aishah Abbas5, Hanafi Yusop5, Rahsidi Sabri Muda5  1 Centre of Advance Materials, Universiti Tenaga Nasional, Jalan IKRAM-UNITEN, 43000 Kajang, Selangor Darul Ehsan, Malaysia. 2 Civil Engineering Department, Universiti Teknologi PETRONAS, Bandar Seri Iskandar, 31750 Tronoh Perak Darul Ridzuan, Malaysia. 3Department of Civil Engineering & Engineering Informatics, Cheng-Shiu University, No. 840, Chengcing Road, Niaosong District, Kaohsiung City, Taiwan, ROC. 4Tenaga Nasional Berhad, Stesen Janakuasa Sultan Yusoff Jor, Cameron Highlands, Malaysia. 5TNB Research Sdn Bhd, Kawasan Institusi Penyelidikan, Kajang Selangor, Malaysia.
Nasharuddin Bin Mustapha, "Development of Brick Using Thermal Power Plant Bottom Ash and Fly Ash," Asian Journal of Civil Engineering, vol. 13, no. 1, (2012) pp. 275-287
S., Roslan Hashim, Faisal Ali, “Utilization of sodium bentonite to maximize the filler and pozzolanic effects of stabilized peat,” Engineering Geology, (2013) pp. 56-66
Tensing, "Greener building material with fly ash," Asian Journal of Civil Engineering (Building and Housing), vol. 12, no. 1, (2011) pp. 87-105