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Response of Soil Suction to Heavy Rainfalls in a Tailings Dam Rui Chen1, a, Benzhuo Zhang2,b, Weidong Lei1,c and Wenbin Luo3,d 1Department of Civil and Environmental Engineering, Harbin Institute of Technology Shenzhen Graduate School, Shenzhen 518055, China 2Wuhan Surveying-Geotechnical Research Institute Co., Ltd of MCC, Wuhan 430080, China 3Jinshandian Iron Mine, Huangshi 435116, China achenrui1005@hotmail.com, b346588574@qq.com, clei_weidong@yahoo.com.cn, dlwbjsd44@126.com Key words: Matric suction, Rainfall, Tailings dam, Vegetation.
Rico: Journal of Hazardous Materials Vol. 152 (2008), p. 846 [4] Beijing Central Engineering and Research Institute of Nonferrous metallurgical Industries: ZBJ 1-90 Design Code for Mine Concentrator Tailings Facilities (1990) (In Chinese) [5] D.G.
Wang: Chinese Journal of Geotechnical Engineering Vol. 32 (1999), p. 9 (In Chinese) [10] Z.
Bao: Chinese Journal of Geotechnical Engineering Vol. 23 (2001), p. 64 (In Chinese) [11] C.W.W.
Qi: Chinese Journal of Rock Mechanics and Engineering Vol. 23 (2006), p. 10 (In Chinese) [15] C.Y.

Creep Characteristics of Mudstone under Devastating or Integrated States by Uniaxial Tests Sheng Zhong1, TChuanxiao Liu2,a, Zhihao Liu2, and Long Wang2 1Shandong Province Bureau of Coal Geology, Taian, 271000, China 2College of Water Conservancy and Civil Engineering, Shandong Agricultural University, Taian, 271018, China aLchuanx@163.com Keywords: limited creep course, creep test, strain characteristics, Boltzmann function, mudstone.
Rock block comes from Huayuan colliery, Jining Mining Engineering Co.
(In Chinese) [7] Jun Sun: Rheology and Its Application in Engineering of Rock or Soil (Chinese Architectural Industry Press, Beijing 1999).
(In Chinese) [11] Haiping Yuan, Ping Cao and Wen Wan: Chinese Journal of Rock Mechanics and Engineering.
(In Chinese) [12] Zhongting Zhang and Jujian Luo: Chinese Journal of Rock Mechanics and Engineering.

Effect of Different Grain Grading of Manufactured-sands on Properties of Dry-mixed Mortar LIU Guifeng1, a, LI Shichao1,b, CHEN Zhengfa*1,c, QIN Yanlong1,d 1School of Architecture Engineering, Shandong University of Technology, Zibo, 255049, China asdlgf73@126.com, blscnew@126.com, cczf2002@126.com, dqinyl1987@163.com Keywords: grain grading; manufactured-sand; dry-mixed mortar; strength Abstract.
Acknowledgements This work was financially Supported by Open Research Fund Program of State key Laboratory of Hydroscience and Engineering(sklhse-2013-C-01)；A Project of Shandong Province Higher Educational Science and Technology Program(J13LG10).
His research interest is in civil engineering materials and geotechnical engineering.
Engineering Mechanics, 2009,26(4): 134-138. ( in Chinese)

Introduction The extremely high level of the scientific researches in contact with intensive computer technologies usage determines the requirements for a modern engineer.
They include not only the qualification of engineer, but his personal abilities to carry an effective work with a huge amount of information in shear and overcome the fear to depart from the traditional technics and methods.
Practical assumptions of ideally fixed and frictionless pinned connections lead an engineer to misinterpretation the model of the joint.
Civil Engng, pp. 68-76
Finite model for baem to column bolted connections with semi-rigid behavior (2006) III, European conference on computational mechanics solids, Structural and coupled problems in Engineering C.A.

Steel rod stability and inelastic buckling study Yao Zheng1, a, Hong Zheng1, b 1School of Civil Engineering, Chang’an University, Xi’an 710061, China aNedved-011@163.com,bsohuhbrgkhs0@sohu.com Keywords: Pressure tangent; Modulus theory; Initial defect; Rod stable instability Abstract.
In practical engineering, axial compression rod ideal is not exist, they always have various such as initial eccentricity, initial bending and residual stress of initial defects, they are called engineering rod.
Engineering rod Ncr axis pressure bar ideal Ncr low.
Calculation for the engineering rod, bearing capacity is determined by the collapse theory of small eccentric compression member.

Conceptual design and hydrodynamic performance of a floating offshore wind turbine cell-spar-buoy support structure Haiying Wang 1, a, Xiaoming Chen 2, b, Chengbi Zhao 1, c, Youhong Tang 3, d, Wei Lin 1, e 1 Department of Naval Architecture and Ocean Engineering, School of Civil Engineering and Transportation, South China University of Technology, Guangdong 510641, China 2 China Ship Architecture Design & Research Institute Co., Ltd., Beijing 100024, China 3 Centre for Maritime Engineering, Control and Imaging, School of Computer Science, Engineering and Mathematics, Flinders University, South Australia 5042, Australia a haiying-1611@hotmail.com, b cxm6026@163.com, c tccbzhao@scut.edu.cn, d youhong.tang@flinders.edu.au, e wlin@scut.edu.cn Keywords: Floating offshore wind turbine, Cell-spar-buoy, Conceptual design, Hydrodynamic Abstract.
Skaare: In: Proceeding of 25th International Conference on Offshore Mechanics and Arctic Engineering, Hamburg, Germany, OMAE2006-92291, 2006

Mokrovaa* Moscow State University of Civil Engineering, Moscow, Russia anatali_vm@mail.ru Keywords: leaching of cobalt solutions, mathematical modeling, group method of data handling.
[3] Engineering & Mining Journal, 1998, “Noril’sk Nickel revealed its 1997 financial performance at its annual shareholders meeting in late June,” Vol. 199, No. 8, August, pp. 30, 50, 52
Minerals Engineering.
Chemical and Oil and Gas Engineering, 2, pp. 17–19
IOP Conference Series: Materials Science and Engineering, 317, (2018) 012038.

Manufacturing and Testing of High Performance Sheet Moulding Compound Meng Hou1,2, a and Lin Ye3,b 1 School of Engineering, The University of Queensland, St Lucia, Qld 4072, Australia 2 Cooperative Research Centre for Advanced Composite Structures Limited 361 Milperra Road, Bankstown, NSW, 2200, Australia 3 School of Aerospace, Mechanical & Mechatronic Engineering, The University of Sydney, NSW, 2006, Australia a m.hou@crc-acs.com.au, b ye@usyd.edu.au Keywords: High performance SMC, Compression moulding, Curing, Processing Abstract.
Introduction The expansion of application of advanced composite structures beyond aerospace into other applications such as marine, transport and civil engineering requires us to develop the capability to manufacture cost effective components using alternative blanket materials.
Mackenzie: Encyclopedia of Polymer Science and Engineering, published by John Wiley & Sons, Inc., Vol. 15 (1989), p.167-178 [2] M.R.
Plastic Engineering, February (1989), p. 37

Frame structure of the aseismic appraisal and strengthening research Yizhen Yang1, a, Hong Gan2,b 1College of Civil Engineering and Architecture, Anhui Polytechnic University, 8 Beijing Road in Wuhu, China 241000 The President′s office, Anhui Polytechnic University, 8 Beijing Road in Wuhu, China 241000 ayyiz2006@163.com, bgh@ahpu.edu.cnl Keywords: earthquake-resistance, determination, strengthening Abstract: This article mainly aims at the frame structure seismic identification and reinforcement, and example analyzed a middle school building structure of the framework aseismatic appraisal and reinforcement.
The existing building structure in the aseismatic appraisal, borrow the anti-seismic concept design "to describe the basic requirements, i.e., according to the earthquake damage and engineering experience the basic design principles and get the design thought, not through numerical calculation, the existing building structure layout and key structure for testing, from many aspects of the comprehensive measure of the existing building overall seismic capability [3].
Fig.1.1 Frame structure two level appraisal process The frame structure strengthening research In the aseismatic appraisal to reinforce after frame structure according to the building seismic strengthening technical regulations on JGJ116-98.Strengthening plan should be based on the aseismatic appraisal report combined with engineering experience comprehensive decision.
After the drawings of examining the actual engineering and construction drawings consistent, geological investigation report and drawing design said.
First, the aseismatic appraisal, foundation: The site of the type of soil for hard soil, Ⅱ kind of site, belongs to the engineering anti-earthquake favorable areas, according to standard for seismic appraisal of building GB50023-2009 first article 4.4.1 regulation; this project can field on the building of aseismatic appraisal of the effect.

Experimental and Analytical Study of Various Shear Connectors Used for Cold-Formed Steel-Ferrocement Composite Beam Anis Saggaff 1,a,Talal Alhajri1,b, Mahmood Md Tahir1,c* , Khaled Alenezi1,c, Cher Siang Tan1,d Arizu Sulaiman 1,e,Mustapha Muhammad Lawan1,f, Mohamad Ragaee2,g 1Civil Engineering Department, Faculty of Engineering, Sriwijaya University, Indonesia 1UTM Construction Research Centre (UTM CRC), Faculty of Civil Engineering, Universiti Teknologi Malaysia (UTM), 81310 Johor Bahru, Johor, Malaysia 2 Building and Housing National Center, Egypt, Cairo at-alfahed@hotmail.com, bmahmoodtahir@utm.my, cenezi78@hotmail.com, dtcsiang@utm.my, earizu@utm.my, fmlmustapha@yahoo.com, gragaee_badr@yahoo.com 1,c* Corresponding Author – Mahmood Md Tahir, e-mail mahmoodtahir@utm.my Keywords: Cold-formed steel; Composite beam; Ferrocement; Finite element method; Push-out test; Shear connector.
Introduction Composite systems, in which steel beams and girders act compositely with concrete slabs, have been used in bridge engineering [1] and building construction [2, 3] for several decades.
Journal of Bridge Engineering, Vol.7 (2002), p. 195–203