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Study of the assessment method for risk matrix in large Mining steel structure large steel structure Jiamei Bi 1, a* 1Offshore Oil Engineering Co., LTD, Qingdao, 266555, China abijm@mail.cooec.com.cn Keywords: KONIAMBO Project，Large-size structure, Risk assessment, Risk matrix assessment Abstract.
KONIAMBO project affiliated to the OFFSHORE OIL ENGINEERING CO., LTD is the world's first smelting plant using large modular construction and integration, which is the first integrated, modular building project with many potential risks .In this paper, project risk management system, control method and requirements were built based on risk matrix assessment method, potential risks in each stage and aspect were evaluated, controlled and managed,then risk management guarantee is provided for KONIAMBO project implementation.
China Civil Engineering Journal in Chinese (2006), p. 119-123
Journal of Geotechnical Engineering in Chinese (2007), p. 1103-1107.

Theoretical Calculation of Negative Skin Friction for Pile Foundation in Layered Soil Shangping Chen1,a, Wenjuan Yao1,b and Shengqing Zhu2,c 1Department of Civil Engineering, Shanghai University, Shanghai 200072, China 2Division of Aerospace Engineering, Nanyang Technological University, Singapore 639798 ashangping_chen@shu.edu.cn, bwjyao@shu.edu.cn, czsq-w@163.com Keywords: Negative Skin Friction ; Consolidation Theory; Finite Difference Method; Transfer Matrix; Layered Soil Abstract.
The results can offer valuable references for both theoretical research and engineering design of long pile bearing larger negative skin friction.
For example, in the construction of the Shanghai international shipping centre Yangshan deep-water port, negative skin friction caused by ultrahigh filling has become a focus of research in the engineering design.

It was indicated that combining the closure gap and overflow was necessary for the closure construction in offshore dyke engineering.
Introduction The most essential component in reclamation project is the closure final which is very important for guaranteeing the safety, schedule and quality of engineering and controlling the engineering cost(Fan Qijin,2004).
If the closure gap width is too wide, it will increase the engineering amount of the closure construction and delay time.
"Closure Construction for Off shore Dykes,China Harbour Engineering",No 4: pp 1-4
Water Resources and Hydropower Engineering , No 4:pp42-44

Dry and wet Cycle tri-axial test research of Silt Hong Liang1,a, Yan Wang2,b, Tianping Zhou3,c, Zhentao Zhang4,d, Zhigang Li5,e, Jinfang Zhao1,f and Terigele1,g 1 Inner Mongolia agriculture university, Hohhot city, 010018 China 2 Inner Mongolia electronic information College, Hohhot city, 010020, China 3 Xilinhot Civil Airport Co, Ltd, Xilinhot city, 026000, China 4 Hohhot road quality supervision station, Hohhot city, 010020, China 5 Wumen road bureau, Jining city, 025000, China a nmlh1992@163.com bwyy0509@126.com c284511821@qq.com d zzt626308@126.com e l19569457@qq.com fzhjf1123@sina.com gl766508312@qq.com Key Word: Silt, Strength, dry-wet circulation, Confining pressure Abstract.
Silt in some areas of our country is very extensive, its distribution is different from the cohesive soil, or sand soil, has unique engineering characteristic.
This article take the G209 (Inner Mongolia Helin to Qingshuihe section) the roadbed silty soil as the study object, study its basic physics, the mechanical properties as well as the distortion and the intensity change rule under the dry-wet circulation, do a comprehensive and systematic analysis about varieties of basic engineering characteristic of the silt in the region Through the condition of dry-wet circulation of unconsolidated tri-axial tests, this article study the silt sample failure pattern under different degree of compaction, stress-strain relations and the change rule of strength.
Therefore, considering the current soil strength and deformation characteristics of the relevant research experience we also use tri-axial test instrument and carry out the dry-wet circulation to silt strength deformation characteristics of the test, so that the research results can more accord with the engineering practice and convenient for the engineering application.
Discussion on the naming of silt Geotechnical Engineering Vol.2(1999),p.58(in Chinese) [2] JTG E40-2007 Highway soil test procedures Beijing People's transportation publishing house(in Chinese) [3] Iravani S, Geotechnical characteristics of Penticton silt[D].A PhD dissertation of University of Alberta.Edmonton.AB.Canda.1999 [4]Yanhua.

Technology in Architecture – Low Energy Building versus Green and Sustainable Building Milan Bielek1,a, Boris Bielek1,b and Juraj Híreš1,c 1Slovak University Of Technology in Bratislava, Faculty of Civil Engineering, Radlinského 11, 813 68 Bratislava, Slovak Republic amilan.bielek@stuba.sk, bboris.bielek@stuba.sk, cjuraj.hires@stuba.sk Keywords: green building, climate, energy, sustainable building Abstract.

The Experimental Investigations of the Deep Artificially Permafrost Constitutive Character Bin Lin 1,a, Tao Ma 1,b and Zhibo Cheng 1,c 1The School of Civil Engineering and Architecture, AnHui University of Science and Technology Anhui, Huainan 232001， a. linbin8910@163.com b. 549378783@qq.com c. 370763458@qq.com Keywords: Artificial freezing, clay, stress-strain relationship, models, parameters Abstract：the results of deep artificial permafrost 's tri-axial compression test showed that the stress-strain relationship of deep original frozen clay presents a character that is weak and soft From the view point of engineering application , the paper gives a exponential model containing two parameter, Comparative analysis showed that the model not only gives a good description of frozen clay stress-strain relationship before peak stress, but also has the advantages of less model parameters, easy to determine and clear physical meaning.
σ1-σ3=[1-exp(-bε1)] (2) Fig.3 Fit curves of strain stress to frozen clay Because of the engineering practice, artificial freezing soil strength is usually refers to the peak intensity, when strength curve have no obvious peak value, we generally take axial strain for 15% as the frozen soil’s strength value.[4] So from the Angle of the engineering application, type (2) can be used to describe the stress-strain relationship of deep artificial freezing clay tri-axial shear .
（2）From the perspective of engineering application, the stress-strain relationship of the weak soften deep freeze clay can be used with exponential function containing two parameters as to approximately describe, the parameters in the equation can receive from a tri-axial compression test, among them，The parameter is the frozen clay peak intensity，Parameters b reflect the shape of stress and strain curve for frozen clay ， the number equal the negative slope value of line：, the R is the ratio of the principal stress and the peak intensity before the peak intensity of frozen clay
Acknowledgements This work was financially supported by the Engineering Research Center of Underground Mine Engineering, Ministry of Education Reference [1].Physical and mechanical tests on manually frozen soil (MT/T593.3-1996).
Journal of Engineering Geology,2006,14(3):356~359.

Experiment shows that, the method is simple, fast, effective, and accuracy fully meets the engineering measurement needs.
As an important sensor of measuring tilt, inclinometer can be divided into static measurement and dynamic measurement[5],and has the advantages of high resolution, low power consumption, wide measurement range and easy integration etc..Also it has been widely used in the fields of gyro platform, mechanical engineering, civil engineering, aerospace etc..
Above all, we can see that it is a simple, effective, feasible method which fully meets the needs of engineering survey.
So it will have a good application prospect in actual engineering.
Institute of Surveying and mapping, The PLA Information Engineering University ,Zhengzhou,china,2003 (In Chinese)

Association Française de Génie Civil, Setra, 2013 [3] J.
Pukl, ATENA – A tool for engineering analysis of fracture in concrete, Sadhana 27/4, 2002

Numerical Simulation of the quasi-static axial compression of the pseudo-elastic phase transformation cylindrical shells Dan li1,a, J L TAO1,b, Zhi-ping Tang2,C 1School of Civil Engineering and Architecture, Southwest University of Science and Technology, , Mianyang, Sichuan 621010, China 2 Key Laboratory of Mechanical Behavior and Design of Materials, University of Science and Technology of China, Chinese Academy of Sciences, Hefei 230027, China a danli@swust.edu.cn, b junlintao@126.com, C zptang@ustc.edu.cn Key Words: Buckling mode, Phase transformation cylindrical shell, Phase transformation hinge, Pseudo-elastic, Quasi-state loading Abstract.

Testing of waterproofing gels penetration rate while exposure to higher temperature Jindřich Melichar*1,a, Rostislav Drochytka2,b, and Pavel Dohnálek3,c 1,2Brno University of Technology, Faculty of Civil Engineering, Veveří 95, 602 00 Brno, Czech rep. 3Betosan s.r.o., Na Dolinách 23, 147 00 Praha 4, Czech rep.