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Preface The 4th ICCASCE 2019 is an annual international conference on Civil, Architectural, Structural and Constructional Engineering.
Hongmin Son Incheon National University Sponsor Research Institute of Construction Technology and Planning (Department of Architectural Engineering) in Dong-A University Recently, various efforts to prevent and prepare are vitally needed for prevention of Disasters and calamities.

Experimental Research on the Mechanical Properties of Compacted Cement Soil in Collapsible Loess Area and Engineering Application YU Ying-xia1,a, JIAO Yu-feng1,2,b, LIANG Bin1.c, ZHANG Wei1,d 1School of Planning and Architectural Engineering, Henan University of Science and Technology, Luoyang 471003, China 2Department of Civil Engineering, Tongji University, Shanghai 200092, China aganwk7610@163.com, bjiemila@sohu.com, cliangbin4231@163.com，dzhangwei0379@163.com Keywords: compacted cement soil, unconfined compressive strength, ultimate strain, engineering application Abstract: Based on the compaction test and unconfined compression test of cement soil, the optimum water content is ascertained.
Engineering Application General Engineering Situations.
Study of Cement-Soil Composite Foundation Engineering Technology [J].

Effects of water and thermal contact resistance on the temperature field of concrete filled steel tubular columns Jinsheng Han1, a, Xiaoting Wang2, b, Qiwo Sun1, c 1 School of Civil Engineering and Architecture, Shandong University of Science and Technology, Qingdao 266590, P.
China 2 Offshore Oil Engineering (Qingdao) Company Limited, Qingdao 266520, P.
References [1] Y C Wang: Journal of Constructional Steel Research Vol.54 (2000), p.365 [2] Y C Wang: Journal of constructional steel research Vol.44 (1997), p.203 [3] T T Lie: Journal of structural engineering Vol.120 (1994), p.1489-1509 [4] V K R Kodur, T T Lie: Journal of Structural Engineering Vol.122 (1996), p.776 [5] V K R Kodur: Canadian Journal of civil engineering Vol.25 (1998), p.975 [6] T T Lie, Irwin R J: Journal of structural engineering Vol.121 (1995), p.797 [7] European Committee for Standardization: Eurocode No.2, Design of Concrete Structures, Part 1.2：General rules - Structural Fire Design (British Standards Institution, London 1996)

Khabiri Department of Civil Engineering, Faculty of Engineering, Vali-e-Asr University of Rafsanjan, No 77139-36417, Rafsanjan, Iran Khabiri@vru.ac.ir Key words: Geosynthetic Material, Pavement Rutting, Stress and Strain Analysis, Permanent Deformation, Geotextile.
Gupta , "Reinforcement of Pavements Over Expansive Clay Subgrade", Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering, (2009), pp765-768
Oginskas, "Experimental Research on the Development of Rutting in Asphalt Concrete Pavements Reinforced with Geosynthetic Materials", Journal of Civil Engineering and Management, Vol. 7, No 4, (2006), pp311–317
Danyluk , "Construction and Instrumentation of Full-Scale Geogrid Reinforced Pavement Test Sections", Engineer Research and Development Center Hanover Cold Regions Research and Engineering Lab ,Technical Report, (2008),70 P

Experimental Study of the Rotary Filling Piles with Large-diameter under the Axial Load Wanqing Zhou 1, a, Shunpei Ouyang 1,b 1 College of Civil Engineering and Architecture, China Three Gorges University, Yichang 443002, P.R.
The engineering properties are bad.
Chinese Journal of Geotechnical Engineering, 8(6) (1986):37-48 (in Chinese) [2] Yang Jibao.
Chinese Journal of Geotechnical Engineer, 20(6) (1998), 108-112 ( in Chinese) [3] Cai jian.
China civil engineering journal, 2006(10) :102-107 ( in Chinese) [4] Zhou Xinjun.

Non-probabilistic Reliability Optimization of Linear Structural System Based on Interval Model Minrong Wang1,2, a , Zhijun Zhou2,b 1School of Civil Engineering ＆ Mechanics, Huazhong University of Science and Technology, Wuhan, 430074, China 2School of Civil Engineering and Architecture, Wuyi University, Jiangmen, Guangdong, 529020, China awmrzhang@126.com , b zzjwyu@163.com Keywords: Structural Reliability, Non-probabilistic Reliability Index, Structural optimization, Interval Model, Linear structures.
However, in practical engineering, the structural performance always exhibits some degree of variations due to uncertainties.
Probabilistic analysis is widely applied to dealing with uncertain engineering problems based on a large amount of uncertainty information.
Often, it is difficult to obtain adequate experimental data in actual engineering.
Computer Methods in Applied Mechanics and Engineering, 1998, 152(3-4):361~372

The compaction method of backfill site with loess and the tests of soil parameters Yanpeng Zhu1,a Shengxiang Zhu1,b Shuaihua Ye1,c 1School of Civil Engineering, Lanzhou University of Technology, Lanzhou730050, China azhuyp@lut.cn, bzhushengxiang103@sina.com, cyeshuaihua@163.com Keywords: loess, backfill site, compaction method, soil parameters testing, empirical value.
It has always been used in road and municipal engineering construction.
Acknowledgements Lanzhou city land resources bureau provides a good project and this work was financially supported by Award Foundation of Civil Engineering 77th Alumni (TM-QK-1304).
Chinese Journal of Geotechnical Engineering, 2008, 30(3):446-449
Chinese Journal of Geotechnical Engineering , 2007, 29(3):360-365

Experimental study on the development regularity of slab concrete cracks under fatigue loads Xianxi Tang 1,a, Jinbao Liang 2,b,Xianzhou Tang 3,c, Yue Xu 4,d 1 School of Civil Engineering, Lanzhou University of Technology, Lanzhou, 730050, China 2 China railway 14th bureau group 2nd engineering co.
Through calculation by engineering mechanics and finite element method repeatedly, and reference to other concrete structure fatigue test methods for determining the fatigue loading[8-10], the fatigue load amplitude and frequency were determined as follows: The fatigue upper limit was taken as 136kN, fatigue lower limit was taken as 27.2kN, and the load frequency was taken as 3Hz.
Journal of railway engineering society, 2008, (6): 52-55 (In Chinese) [5] J.
Journal of Zhengzhou University (Engineering Science), 2007, 28(4): 4-7 (In Chinese) [9] L.
China Civil Engineering Journal, 2007, 40(3): 6-10 (In Chinese)

Simulation Research of the Direct Driving Active Mass Driver System Jun-Long LIU1,a, Jing-Hui DAI2,b 1 School of Mechatronics Engineering, Harbin Institute of Technology, Harbin 150080 2 School of Energy and Civil Engineering, Harbin University of Commerce, Harbin 150028 acivil_liu@126.com, benya_dai@126.com Keywords: Direct Driving Active Mass Drive, DDVC Electro-Hydraulic System, Simulation analysis.
Introduction Research on the structural vibration control is a classic problem in civil engineering[1].
Engineering Structures. 2000, 24: 243~259
Journal of Engineering Mechanics. 1991, 117(11):3516~3536 [6] SPENCER B.F. and NAGARAJAIAH S..
Journal of Structural Engineering. 2003, 129(7):845~856 [7] HOUSNER G.

Evaluation of progressive collapse of special steel moment frames Valadbeigi A1, a, Ghassemieh M2,b 1School of Civil Engineering, College of Engineering, University of Tehran, 11155-4563, Tehran, Iran 2School of Civil Engineering, College of Engineering, University of Tehran, 11155-4563, Tehran, Iran aarminvaladbeigi@ut.ac.ir, bmghassem@ut.ac.ir Keywords: progressive collapse, nonlinear dynamic analysis, special steel moment frames, large deformation.
[5] Powell G, Progressive collapse: Case study using nonlinear analysis, in: Proceeding of the 2005 Structures Congress and the 2005 Forensic Engineering (2005)
[7] OpenSees command language manual, Pacific Earthquake Engineering Research Center: Berkeley,CA.