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Analysis of the fire-resistance of suspen dome structure Zhongling Zong1, a, Yongfu He2 , Shige Li2 1College of Civil Engineering, Huai hai Institute of Technology, Lianyungang 222005, China 2 Lianyungang architectural design institute, Lianyungang 222005, China adongfangansys@163.com Keywords: Suspen dome structure; fire; fire-resistance engineering; numerical analysis Abstract.
JOURNAL OF SICHUAN UNIVERSITY (ENGINEERING SCIENCE EDITION), 2008, 40(5):107-111(in Chinese)

Experimental Study on the Wet Fly Ash Stabilized by Cement Wei Shi 1,a, Xiaowen Chen 1,b, Junjie Yang 2,c Jin Han 1,d 1 School of Civil Engineering, Qingdao Technological University, Qingdao, China 2 College of Environmental Science and Engineering, ocean University of China, Qingdao, China asusan.sw@163.com, bwen-00123456789@163.com, c jjyang@ouc.edu.cn Keywords: wet fly ash by seawater; fly ash stabilized by cement; unconfined compression strength; shear strength; stress-strain curve Abstract: Through unconfined compressive strength tests and triaxial compression tests made by sea water wet fly ash, fly ash solidified by cement, and the analysis with water wet strength of the material solidified fly ash formation mechanism, getting their basic mechanical properties and index.
The pilot research on the retaining structure, embankment reinforcement and ground improvement has important engineering applications such as theory and practice of value.
Highway Engineering. 2009, 34(30:165-174.
Theory and Engineering Application of Dry Jet Mixing Pile Composite Foundation [J].Beijing: China Architecture & Building Press, 2006.
Study on Dynamic Consolidation Method in Coal Subground Practice [D], Qingdao: College of Environmental Science and Engineering ,Chinese Marine University,2003.

Stochastic Dynamic Reliability Analysis of Seismic Response of Soft Ground Including Silt Yuchun Cao School of Civil Engineering and Architecture, Zhejiang University of Science and Technology, Hangzhou, China shtjcyc@163.com Keywords: stochastic dynamic reliability; soft ground; silt; seismic response; liquefaction; cyclic shear stress; dynamic pore water pressure ratio.
For this reason, earthquake resistant design problem has been an important facet in civil engineering.
Lin, A deterministic method for the computation of stochastic earthquake response, Earthquake Engineering and Engineering Vibration, 5 (1985) 89–94
Yang, Prediction of liquefaction potential of saturated clayey silt, Earthquake Engineering and Engineering Vibration, 4 (1984) 71–81
Singh, Liquefaction characteristics of silts, Geotechnical and Geological Engineering, 14 (1996) 1–19

Using soil and sand curing blocks instead of concrete blocks in the application of Yangtze River beach protection engineering has advantages of technology, economy and environment protection etc.
In recent years, Ballast geotextile mattress beach protection has been widely used in the Yangtze waterway engineering.
Except from the cement, lime and other cementitious materials, many new engineering cementitious materials have been developed at home and abroad based on the need for industrial solid waste solidification and civil engineering and other engineering curing [1,2].
River Soil and Sand Blocks in Beach Protection Works Dongliu-yudai Beach Engineering Applications.
Based on the application of PCSB and blocks production, paving and other technology, good ecological, environmental benefits and social, economic benefits can be produced in the Yangtze River beach protection engineering.

Several problems were solved in the next decades in China, including leakage, location and orientation techniques, and relaying chamber sets, which enabled pipe-jacking method to be adopted in transportation, hydraulic engineering, electronic engineering, and municipal engineering.
Internal force calculating is based on Chinese Technical specification for pope jacking of water supply and sewage engineering.
References [1]Buyukozturk O., Bakhourn M., Beattie, S., Shear behavior of joints in precast concrete segmental bridge, Journal of Structural Engineering, 12(1990)3380-3401
[4]Duan Kaiyuan, Guo Zhengxing, Research on the structure of prefabricated rectangular open caisson working well, The international workshop on architecture, Civil and environment engineering, 2011,Lushan,China,pp.5421-5427
[5]Gerolymos N, Gazetas G., Winkler model for lateral response of rigid caisson foundations in linear soil, Soil Dynamics and Earthquake Engineering,2006,25(5):347-361 [6]Perez F., Sause R., and Pessiki S., Analytical and experimental lateral load behavior of unbonded posttensioned precast concrete walls, Journal of Structural Engineering, 133(2007)1531-1540

Journal of Engineering Geology, 2006(05):709-714
Materials Science and Engineering, 2003(03): 460- 463
China Harbour Engineering, 2005(5): 27- 30
Journal of Geotechnical Engineering, 2000, 22(5): 549- 554
Journal of Geotechnical Engineering, 2001, 23(4): 472- 475

Fatigue properties of dynamically loaded self-compacting concrete Wouter De Corte1,2,a,b and Veerle Boel1,2,c,d 1 Department of Structural Engineering, Faculty of Engineering Sciences, Ghent University, Technologiepark 904, 9052 Ghent, Belgium 2 Department of Construction, Faculty of Applied Engineering Sciences, University College Ghent, Schoonmeersstraat 52, 9000 Ghent, Belgium a Wouter.DeCorte@UGent.be, bWouter.DeCorte@HoGent.Be, cVeerle.Boel@UGent.be, d Veerle.Boel@HoGent.be Keywords: fatigue; self-compacting concrete; experimental tests; failure; S-N curve Abstract.
Many civil structures are subjected to dynamic loading with load cycles exceeding 100.000 to 100.000.000 or more depending on the type of structure.

There arises a question that whether water environment has direct effect on strength of rocks and long-term stability of rock engineering?
Furthermore, optimum measurements can be found to accelerate or restrain cracking of rocks and rock masses due to chemical corrosion for rock engineering proposes. 4.2 Utility of chemical induced cracking Effect of water chemical corrosion on strength and cracking characters of rocks can be used to as a guide geo-engineering.
One is to control cracking of rocks/rock masses induced by water chemical corrosion to improve stability of geo-engineering.
Proceeding of Civil Institute.
Seto Safety Engineering (Japanese). 37(1998) p.157-163. 13.

Proceedings of the Institution of Civil Engineers - Construction Materials. https://doi.org/10.1680/jcoma.19.00115 [10] Guihéneuf, S., Rangeard, D., Perrot, A., 2019.
Addition of bio based reinforcement to improve workability, mechanical properties and water resistance of earth-based materials, in: Academic Journal of Civil Engineering - Vol 37 No 2 (2019): Special Issue - ICBBM 2019.
Proceedings of the Institution of Civil Engineers - Construction Materials 169, 241–251. https://doi.org/10.1680/jcoma.15.00035 [15] Minke, G., 2006.

URBAN-INCERC Timişoara Branch, Traian Lalescu, no. 2, Timișoara, România 2“Politehnica” University of Timișoara, Faculty of Civil Engineering, Traian Lalescu, no. 2, Timișoara, România 3“Politehnica” University of Timișoara, Faculty of Management in Production and Transportation, Remus, no. 14, Timișoara, România 4 ISIM Timișoara, Mihai Viteazu, no. 30, Timișoara, România 5N.I.R.D.
URBAN-INCERC, Bucharest Branch, Pantelimon, no. 266, Bucharest, România 6Bucharest Technical University of Construction, Faculty of Civil, Industrial and Agricultural Construction, Department of Metallic Constructions, Management and Engineering Graphics, Lacul Tei, no. 124, Sector 2, Bucharest, România *abogdan.bolborea@incd.ro, bsorin.dan@upt.ro, ccornelia.baera@incd.ro, daurelian.gruin@incd.ro, ealexandru.ion86@yahoo.com, fana.vasile@incd.ro gaperianu@isim.ro, halexandra.marina.barbu@gmail.com Keywords: NDT, UPV, earthen constructions, structural integrity evaluation, drying process, compression, air-dry density.
PN 23 35 04 01: Fundamental-applied research into the sustainable development of construction products (materials, elements, and structures, as well as methods and technologies) that utilizes current national resources to enhance the eco-innovative and durable aspects of Romania's civil and transport infrastructure.
Ighalo, Predicting the compressive strength of concrete by ultrasonic pulse velocity, IOP Conference Series: Materials Science and Engineering, vol. 1036, no. 1, (2021) 012053 [9] B.