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The Stability Analysis of a Slope under the Complex Conditions Jin Zhang1,2 a, Peng Zhang2,b and Xuchun Wang2,c 1 School of mechanics & civil engineering, China University of Mining & Technology Beijing, China 2 Qingdao Technological University,Qingdao, China azhangjin8327@163.com, b85horizon@163.com, c xuchun_wang@263.net Keywords: Engineering slope, Complicated conditions,Limit equilibrium, Strength stability Abstract.
Slope and landslide engineering [M].
Analysis principles of engineering geology [M].
Chinese Journal of geotechnical engineering, 2004, 26 ( 5): 691-696
Journal of hydraulic engineering, 2005, 36 ( 1): 83-88

Differential Settlement among Diaphragm Wall and Upright Column Piles Ying-hui CHEN1,a,Yan-chao Ma2,b,He-ya Ma1,c 1 Faculty of Civil Engineering, Kunming University of Science and Technology, Kunming, 650500, China 2 China Southwest Geotechnical Investigation & Design Institute Co,Ltd,Kunming,650000,China a544166675@qq.com, bkmustmyc@126.com, c252026122@qq.com Keywords: Top-down method; Differential settlement; Frictional contact; Numerical simulation.
According to a recent development of environmental geotechnical engineering, geotechnical engineering environment connotation , characteristics, and related disciplines aspects of the relationship are summarized and explained.
By taking the pit engineering of Changfeng mall as a design reference, the parameters of modified Cambridge model were calculated[3].

Analysis on the Capacity of Old Highway Bridge Yaxun Yang1,a, Weishan Wang2,b and Chao Qiao1,c 1Key Laboratory for Old Bridge Detection and Reinforcement Technology of Ministry of Transportation, Chang’an University, Xi’an 710064, Shaanxi, China 2Xi'an Highway Research Institute, Xi’an 710064, Shaanxi, China ayyxgy@qq.com, b634173002@qq.com, c525152811@qq.com Keywords: bridge engineering; bearing capacity; assessment method; normal use limit state Abstract.
Identification of Bearing Capacity We adopted the Midas Civil 2010 spatial modeling technique to build a side beam and middle beam space model to simulate the actual loading and amend the calculation model by introducing the material and cross-section parameters reduction factor.
Seen from the engineering project cases, we must take the current state into account and make amendment combining the test results in order to draw more scientific conclusions when evaluating of the bearing capacity of old highway bridges in mountain areas.
Bridge Engineering Appraisement & Reinforcement Handbook[M].

A SIMPLIFIED MODELLING APPROACH FOR THE IN-PLANE ANALYSIS OF MASONRY STRUCTURES STRENGTHENED BY FRCMS Zampieri Paolo1,a*, Piazzon Riccardo1,b, Pantò Bartolomeo2,c and Pellegrino Carlo1,d 1Department of Civil, Environmental and Architectural Engineering, University of Padua, Via Marzolo 9, 35131 Padua, Italy. 2Department of Civil and Environmental Engineering, Imperial College London London SW7 2BU, UK.
Engineering Structures, 218, p.110830
Journal of Building Engineering, 29, p.101083
Engineering Structures, 175, pp.371-385
Engineering Structures, 220, p.110951

Some Recent Developments in Coupling of Finite Element and Boundary Element Methods - Part I: An Overview Wael Elleithya and Lau Teck Leongb Department of Civil Engineering, University of Nottingham Malaysia Campus Selangor 43500, Malaysia awael.elleithy@nottingham.edu.my, bteckleong.lau@nottingham.edu.my Department of Civil Engineering, University of Nottingham Malaysia Campus Selangor 43500, Malaysia Keywords: FEM; BEM; coupling; domain decomposition.
Kita, Parallel Computing for the Combination Method of BEM and FEM, Engineering Analysis with Boundary Elements, 18 (1996), pp. 221-229
El-Gebeily, Iterative Coupling of BE and FE Methods in Elastostatics, Engineering Analysis with Boundary Elements, 25 (2001), pp. 685-695
Hagen, C., Iterative coupling of FEM and BEM in 3D transient elastodynamics, Engineering Analysis with Boundary Elements, 29 (2005), pp. 775-787
Domain Decomposition Algorithm for Coupling of Finite Element and Boundary Element Methods, Arabian Journal for Science and Engineering, in press

The Developer Agent-construction Mode in Affordable Housing Construction and Management Xiaolin Chen1, a, Jian Zhu1,b and Peng Mao1,c 1College of Civil Engineering, Nanjing Forestry University, Nanjing, Jiangsu, 210037, China a15005182548@126.com, bzjnanjin@163.com, cshadowsmyth@163.com Keywords: affordable housing, construction and management mode, developer agent-construction mode Abstract.
It can effectively prevent the corruption problem in engineering and realize the professional management of construction and investment funds
It effectively reduces the problems such as ambiguous relationship between right and responsibility and engineering disputes, improves management efficiency and lowers management costs by an innovative use of tripartite indenture to strengthen the checks and balances between parties in engineering construction.
[4] Tang Hongying: The understanding of engineering agent-construction mode and general contracting mode, Shanxi Architecture, 2010, 36, (18), pp.194-195, In Chinese
[5] Zhang Wei, Zhu Hongliang: Systme changes of government investment project management in our country, China Civil Engineering Journal, 2007, 40, (5), pp.79-84, In Chinese

Polypropylene Fiber Reinforced Concrete for Rigid Airfield Pavement Tammam Merhej a, Cheng Liangliangb and Feng Dechengc School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin150001, China amerhej78@yahoo.com, bdongtianai@163.com, cfdcgxy@vip.sina.com Key words: airfield concrete pavement; polypropylene fiber reinforced concrete.
For flexural strength and equivalent flexural strength ratio; beam specimens were tested under third point bending beam in accordance with standards Japan Society of Civil Engineers [7] .The beam span was 450 mm. 60 KN Material Testing System (MTS) was used in displacement control to apply the load, measure the applied load and record deflection.
[6] Chinese Ministry of Communication, Test Methods of Cement and Concrete for Highway Engineering, JTG E30-2005, Standard Test Method for Compressive Strength of Cubic Concrete Specimens T0553-2005, Ministry of Communication, Beijing, China (2005).
(In Chinese) [7] Japan Society of Civil Engineers (JSCE) Standard, Method of Test for Flexural Strength and Flexural Toughness of Fiber Reinforced Concrete.
Japan Society of Civil Engineers JSCE-SF4, Japan (1984), pages: 58-66

Xu 3 1 Dynamics Research Center, Chongqing Communications Research and Design Institute, China 2 Department of Civil and Structural Engineering, The Hong Kong Polytechnic University, China 3 Department of Civil Engineering, Zhejiang University, China Keywords: damping, dynamic test, cable vibration Abstract.
Structural Engineering International.
Zakora "Cable stabilization for wind and moving load effect" Journal of Wind Engineering and Industrial Aerodynamics.
DLB-02, Department of Civil and Structural Engineering, The Hong Kong Polytechnic University, May 2001, 37p

Belgorod, 308012, Russia 2National Research University Moscow State University of Civil Engineering, 26, Yaroslavskoye Highway, Moscow, 129337, Russia.
There are a lot of reports in such research areas as construction material science, geology, physics, chemistry etc., but integration of all results and generation of new research area such as «geonics» or «geomimmetics» is required to solve a state of art engineering challenges [8–9].
Klyuev, Fire resistant fibre reinforced vermiculite concrete with volcanic application, Magazine of Civil Engineering, 4 (2018) 181–194
Series: Materials Science and Engineering 221(2017) 012011
Kozhukhova et al, The effect of SiO2 nanoparticles derived from hydrothermal solutions on the performance of portland cement based materials, Frontiers of Structural and Civil Engineering. 11(4) (2017) 436-445

Pedroso3,c 1School of Civil Engineering, The University of Queensland, Brisbane QLD 4172, Australia 2Geotechnical Engineering Centre / Research Group of Complex Processes in Geo-systems, The University of Queensland, Brisbane QLD 4172, Australia 3School of Civil Engineering, The University of Queensland, Brisbane QLD 4172, Australia aj.cabrejoshurtado@uq.edu.au, bs.galindotorres@uq.edu.au, cd.pedroso@uq.edu.au Keywords: discrete element method, granular materials, soils, true triaxial tests, grain size distribution, dilatancy.
Introduction Granular materials, including some types of geomaterials (cohesionless soils, rock masses), are inherently particulate systems featuring unique behaviour as compared to other engineering materials.
Pedroso, Representação matemática do comportamento mecânico cíclico de solos saturados e não saturados, PhD Thesis, Department of Civil and Enviromental Engineering, University of Brasilia, Brasilia, Brazil, 2006