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Study on Water Conservancy Information System based on Cloud Computing Haiyan Liu 1, a, Xiaomin Liu2,b and Zheng Wan3,c 1 Department of Computer Engineering, Beijing Information Technology College, Beijng, 100016, China 2,3 Water Conservancy and Civil Engineering College of Inner Mongolia Agricultural University, Inner Mongolia, 010018, China alhy_lj@sina.com, blhylj2@sina.com, clhylj2@163.com Keywords: Water Resources Informatization, Cloud Computing, Cloud Service, SOA Abstract The paper researches the water conservancy information management system with the flexible configuration and full scalability based on cloud computing.
The system applies the technology of Internet of things to monitor water supply engineering facilities and water source.
The information collection and engineering monitoring layer be responsible for monitoring and collecting information.
The Engineering Project Management System which is in charge of information submission, approval, tracking and supervision of the whole process of each engineering project.
Water Resources and Hydropower Engineering, Forum Vol.44 (2013), p. 7-11.

., 25, Kharkiv 61002, Kharkiv, Ukraine; 2School of transportation science and engineering, Harbin Institute of Technology, Xidazhi Str 92 Harbin 150090, Heilongjiang, China; 3School of Civil Engineering, North Minzu University, 204 Wenchang Road, Yinchuan 750021, Ningxia, China; a*1586118851@qq.com, bvk.zhdanuk@gmail.com, cyulinhe@hit.edu.cn, dbeljatynskij@ukr.net Keywords: Road engineering, Cement stabilized macadam，Unconfined compressive strength, Indirect tensile strength, Frost resistance Abstract: With the rapid development of ferrous metallurgy, the production of iron tailings as waste after beneficiation is increasing.
Cement stabilized macadam (CSM) is the most common semi-rigid base material, which has been used in road engineering construction for more than 100 years [4].
According to practical engineering experience, the tensile strength of ordinary concrete is 10% to 20% of the compressive strength.
Journal of Materials in Civil Engineering, 2016, 28(10): 04016102

Fatigue Assessment of Suspension Bridges Carrying Rail and Road Traffic based on SHMS Zhiwei Chen1,a, Youlin Xu2,b and Kaiyuen Wong3,c 1 Department of Civil Engineering, Xiamen University, Xiamen, China 2 Department of Civil and Structural Engineering, The Hong Kong Polytechnic University, Kowloon, Hong Kong, China 3 Bridge & Structures Division, Highways Department, The Government of the HKSAR, Hong Kong, China acezhiwei@xmu.edn.cn, bceylxu@polyu.edu.hk, csebh.bstr@hyd.gov.hk Keywords: Suspension bridge, railway, highway, structural health monitoring, fatigue.
Research carried out by American Society of Civil Engineers (ASCE) indicates that 80-90 percent failures in steel structures are related to fatigue and fracture [1].

SILCHENKO3,d 1Odessa State Academy of Civil Engineering and Architecture, Odessa, Ukraine 2Portal Ug, Odessa, Ukraine 3Hi-Raise Constructions Holding, Chornomorsk, Ukraine aaleks.dovhan@gmail.com, bvyrovoy@ukr.net, cdovganpm@gmail.com, ds14300719@gmail.com Keywords: Decorative concrete, glass fibre, zeolite, superplasticiser, frost resistance, experimental-statistical model, water absorption, strength Abstract.
Modern Civil and Structural Engineering, 2018, Vol. 2, no. 1
Dovgan, Decorative concrete with hybrid glass fibre: design and first results of the experiment, Bulletin of Odessa State Academy of Civil Engineering and Architecture, OGASA, Odessa, 2018, Vol. 70, pp. 99-105

LCA of Fibre Flax Thermal Insulation Karel Struhala1,a *, Zuzana Stránská1,b Jiří Sedlák1,c 1Brno University of Technology, Faculty of Civil Engineering, Institute of Civil Engineering, Veveří 331/95, 602 00 Brno, Czech Republic astruhala.k@fce.vutbr.cz, bstranska.z@fce.vutbr.cz, csedlak.j@fce.vutbr.cz Keywords: Life-Cycle Assessment, Cradle-to-Gate, Flax, Thermal Insulation Abstract.
LO1408 "AdMaS UP - Advanced Materials, Structures and Technologies", supported by Ministry of Education, Youth and Sports under the „National Sustainability Programme I" and under project Brno University of Technology, Faculty of Civil Engineering FAST-J-14-2522.

Study on the critical height of homogeneous clay slope Yue-nan Jiang 1,a 1College of civil and transportation engineering, Hehai university,Nanjing 210098 a1679089562@qq.com, 5031@yxdd.net Keyword:homogeneous clay slope critical height plane slip surface logarithmic spiral slip surface Abstract:Small cohesion clay slope is possible to slide along the plane slip surface or log-spiral slip surface.
Finally, an engineering example is analyzed and the critical height calculation is introduced.
In fact, what the people cared in engineering is not the whole course of landslide but the critical height of the slope before slip.
An engineering example The engineering situation The engineering of Yuhu Hotel located at hilly and mountainous areas.
The diagram of the engineering is shown in Fig3.

Model Tests of Foundation Bearing Capacity of Sandy Soil and Pile Foundation Bearing Capacity Shijie Lu1, a, Huadong Chen1, b, Wei Chen1, c,Tong Xiang1, d and Xiefeng Hong1, e 1Department of Civil Engineering, Zhejiang University of Technology, Hangzhou, 310014, China adickyou88@126.com, b18868812697@163.com, cm18868812700@163.com, dxiangtong1993@163.com, ehxf201104160407@163.com Keywords: Foundation Settlement, Bearing Capacity, Pile Foundation, Sandy Soil, Model Test Abstract.
Introduction The settlement in foundation engineering has always been one of the main topics of soil mechanics.
Under this background, the problems in the foundation engineering must be focused on.
The result can provide some theoretical guidance for foundation treatment in practical engineering.
Lou: Chinese Journal of Geotechnical Engineering, Vol. 33 (2011) Supp. 2, p.139.

GFRP bars pile as supporting structures for application in foundation engineering, the construction process of molding and banding quality directly affects the safety of the structure, ease of construction and appearance quality.
So far, the GFRP bars for applied research in engineering, especially in construction applications is still quite limited research and preliminary; same time, because of construction work performed at home and abroad relatively few instances, the lack of accumulation engineering practice, it is difficult to propose the construction of a complete system methods and processes.
[2] Shaoqing Shi,Yingfang Liu and Ping Yin: submitted to Journal of Engineering Plastics Application. 2004, 32(6): 43-45
[3] Weichen Xue, Qiaowen Zhen and Yu Yang: submitted to Journal of Civil Engineering. 2007, 40(12): 59-68
[5] Hui Peng: submitted to Journal of China Municipal Engineering. 2008, 4:60-62

Numerical investigation into rockburst prevention technology in deep-buried tunnels with circular cross-section Xinyu Wang1, a, Zhushan Shao1, b, Yuming Cui2, c 1College of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, Shannxi 710055, China 23rd Engineering Co.
In the paper, combined with the engineering of Xinjiang Xiabandi hydraulic and the Russense’s rockburst criteria, the finite element analysis are employed to study the effect of advance dig-hole and softening of surrounding rock.
With the rapid development of the national infrastructure, lots of underground engineering projects are under construction, and then the stability problems of underground surrounding rock mass receive much attention gradually.
At present, the measures frequently-used to prevent and control rockburst in the underground engineering construction process are given as follows.
Finite element model Finite element method [7] is a numerical method widely used in engineering calculation.

Test Study on Effective Reinforcement Depth of Dynamic Compaction and Filling Replacement Wei Li1, a, Chunxiao Zhang1, b and Pengxiang Sun1, c 1School of Civil Engineering, Shenyang Jianzhu University, Shenyang, Liaoning, 110168, China aliwei680719@163.com, bzcxqq123@126.com, clevelspx@live.cn Keywords: Dynamic Compaction, Filling Replacement, Ground Treatment, Effective Reinforcement Depth.
And that is appropriate for large area ground treatment engineering.
It is widely used in ground treatment engineering, especially appropriate for large and open area ground treatment [1].
Zuo: Chinese Journal of Geotechnical Engineering, Vol. 8 (1986), p. 55
Lee: Chinese Journal of Geotechnical Engineering, Vol. 18 (1992).