Search results

It states, for 0.5 year design rainstorm, the drainage system was a bit small, and the system can meet the demands of engineering, there is not producing hydrops on the ground temporarily
Acknowledgement It is a project supported by the Foundation for Research Science and Technology of Civil Aviation Administration of China (MHRD201230).
Analysis of dynamic wave model for flood routing in natural rivers[J].Water Science and Engineering，2012，5（3）:243-248
[4] Huixiu Sun: Drainage Engineering(China Architecture & Building Press, Beijing 1999),in China
[6] Shanghai Municipal Engineering Design Institute.GB 50014-2006，Code for Design of Wastewater Engineering[S].Beijing:China Planning Press,2011.

Study on Particle Breakage of Coarse-grained Soil Based on Large-scale Triaxial Test Fu-yong CHU1, a 1School of Civil Engineering, Lishui University, Lishui, Zhejiang 323000, China acfy1976@hhu.edu.cn Keywords: coarse-grained soil; Large-scale triaxial tests; particle breakage; strength.
Journal of Soils Mechanics and Foundation Division, American Society of Civil Engineering, 1968, 94(3): 661-688
Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 1998, 124(5) : 439-449
Chinese Journal of Geotechnical Engineering, 2005, 27(11) : 1266-1269.
Journal of Geotechnical Engineering, ASCE, 1985, 111(10) : 1177-1192

China 2School of Materials Science and Engineering, Southeast University, Nanjing 211189, P.R.
Li, On interface property characterization and performance of fiber- reinforced cementitious composites, Concrete Science and Engineering. 1 (1999) 173-184
Wu, et al, Measuring and modifying interface properties of PVA fibers in ECC matrix, Journal of Materials in Civil Engineering, 13(6) (2001) 399-406
Wang, et al, Interface tailoring for strain-hardening polyvinyl alcohol-engineered cementitious composite (PVA-ECC), ACI Materials Journal, 99(5) (2002) 463-472
Wu, Micromechanical tailoring of PVA-ECC for structural applications, PhD thesis, Department of Civil and Environmental Engineering, University of Michigan, Ann Arbor, Mich., Jan., 2001.

In various civil engineering fields, the least median, linear, and multiple linear regression and nonlinear regression techniques are frequently used and have found profound effects [5,6].
Machine-learning-based model algorithms have been proven substantially robust for prediction in engineering fields in this case.
Artificial neural network (ANN), programming of gene expression with supervised learning algorithms, helps to assess mechanical and physical properties in the field of engineering.
Estimation Technique and Artificial Neural Network (ANNS) Recently, researchers have developed or carried out various ways of predicting on different types of estimation of civil engineering loads [8].
Feed-Forward Algorithm and Back-Propagation Algorithm multi-layer perceptron mostly used in engineering application.

Flexural Behavior of Steel Plate-Concrete Composite Beams Jianguo Nie, Jie Zhao Key Laboratory of Structural Engineering and Vibration of China Education Ministry Department of Civil Engineering, Tsinghua University, Beijing, 100084, China niejg@tsinghua.edu.cn, zhaojie03@mails.tsinghua.edu.cn Keywords: Steel plate-concrete composite beams; flexural behavior; flexural tests Abstract: In this paper, the steel plate-concrete composite (SPCC) beam is developed, in which traditional steel beam in the steel-concrete composite beam is replaced by a steel plate.
During these years, the theoretical studies are been performed more and more thoroughly and there are more and more engineering applications.
References [1] G.C.Mays, J.J.Dakers (2005), Open sandwich bridge deck construction-20 years on, Proceedings of the Institution of civil engineers: Bridge engineering, Vol. 158, pp. 81-89
[2] K.C.G.Ong, G.C.Mays and A.R.Cusens (1982) Flexural tests of steel-concrete open sandwiches, Magazine of concrete research, Vol. 34, pp. 130-138 [3] Byung Hwan Oh, Jae Yeol Cho and Dae Gyun Park (2003), Static and fatigue behavior of reinforced concrete beams strengthened with steel plates for flexure, Journal of structural engineering, Vol. 129, pp. 527-535

Research on the cavern stability and rock fracture with different joint groups Ma Haiping1, a, Zhu Weishen2,b, Yu Song3,c and Wang Jing4,d 1,2,4Geotechnical and Structural Engineering Research Center, Shandong University, Ji’nan, Shandong, 250061, China 3Department of Engineering Mechanics, School of Civil Engineering, Shandong University, Ji’nan, Shandong, 250061, China amahaiping1988joy@126.com, b zhuw@sdu.edu.cn(corresponding author), cyusong@sdu.edu.cn, dwjingsdu@163.com Keywords: cavern stabililty; rock fracture; DDARF method; lateral initial stress; angle of joints.
Currently numerical simulation of rock mass fracture has become a significant approach to analyze rock mass behavior and engineering stability.
Thesis, Department of Civil Engineering, University of California, (1988) [2] Jiao Yuyong，Zhang Xiuli，Liu Quansheng，Chen Weizhong, Simulation of Rock Crack Propagation Using Discontinuous Deformation Analysis Method, J.
Chinese Journal of Rock Mechanics and Engineering. (2007), 26(4): 682-691

Numerical Simulation on Heat Dissipating Performance of New Pipe with Grid Plate Changli Song1, a and Jing Ji2,b 1 The Architecture Engineering Department, Qinhuangdao college of Northeast Petroleum University, Qinhuangdao, HeBei, 066004, China 2 The civil and Architecture Engineering college, Northeast Petroleum University, Daqing, Heilongjiang, 163318, China aJijing1977@163.com, bJlqjjdoudou@163.com Keywords: Grid Plate, ANSYS, Axisymmetric Structure, Thermal Analysis.
Thermal analysis plays important roles in some engineering applications, as Internal-combustion engine, Heat exchanger and so on, usually thermal analysis for structure stress analysis, calculation dues to thermal expansion or contraction induced by thermal stress.
Temperature field is generally calculated by transient thermal analysis in engineering, and which as a load is carried on stress analysis.
Vol.41 (2011), p.38 (in Chinese) [2] Xin Gu, Ke Wang and Qiwu Dong: Journal of Engineering Thermophysics.
Vol.31(2010), p. 1041(in Chinese) [3] Wenhua Hao: ANSYS Civil Engineering Application Examples.

Evaluating the Bearing Capacity of a Soil Layer Overlying Rigid Substratum Using a Modified Failure Mechanism Based on Limit State Analysis Reza Afshar-Mazandaran1, a and Hadi Khabbaz2, b 1Research Student, Centre for Built Infrastructure Research, School of Civil and Environmental Engineering, University of Technology Sydney (UTS), Sydney, Australia 2Associate Professor, Centre for Built Infrastructure Research, School of Civil and Environmental Engineering, University of Technology Sydney (UTS), Sydney, Australia Email:a11559275@uts.edu.au, bHadi.khabbaz@uts.edu.au Keywords: Bearing Capacity, Upper-Bound Limit State Analysis, Rotation-Translation Collapse Mechanism Abstract.
Design tables are finally presented for practical use in geotechnical engineering.
Introduction Geotechnical engineers constantly encounter with layered soil under foundations, which are often non-homogeneous in nature for engineering construction purposes.
Hence, the natural properties of the soil layer interface are generally neglected in engineering calculations.
Cheng: Genetic Algorithms and Engineering Optimization.

., Chongqing 400067, China 2School of civil engineering and architecture , Chongqing Jiaotong University, Chongqing 400074, China awangpeng@cmhk.com Keywords: CFRP; bridge; pretensioned; voided slab.
The analysis shows that the concrete voided slab pretensioned with CFRP tendons is feasible in engineering.
We conclude that the deflection, carrying capacity and other performance indicators of voided slab pretensioned with CFRP tendons meet regulatory requirements completely , it can be used in engineering.
This type concrete voided slab is feasible in engineering.
Department of Civil and Structural Engineering, The University of Sheffield. 2006 [6] JTG D62, Code for Design of Highway Reinforced Concrete and Prestressed Concrete Bridges and Culverts.

Discussion on Application Prospect of starch-based adhesives on architectural gel materials Yun WANG Department of civil Engineering & Architecture, Shaanxi University of Technology, Hanzhong 723001, China wangyun411@126.com Keywords: Starch, Architectural Materials, Application Abstract: Starch in architecture material industry has been paid much attention for its inexpensive price, good characteristics of bonding, forming property and good biodegradability.
Outlook New starch-based architectural gelled materials have fairly vast application prospects in three aspects below: Architectural gelled materials for civil architecture.
Disasters prevention and mitigation engineering of towns.
Testing Study on Engineering Characteristics of Phosphogypsum [J].
Chinese Journal of Rock Mechanics and Engineering. 2004, Vol.23 No.12:2096-2099 [2] Guang-hua Zhang,Hui-ping Wang,Xiao-xia Wang, et al.