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Exploration on the Integration of Residential Communities and Agricultural Landscapes in Xi’an Junhua Yu1, a, Yandi Zhu2,b , Lan Zhang3,c 1 Department of Architecture, School of Mechanics, Civil Engineering and Architecture, Northwestern Polytechnical University, Xi’an, Shaanxi, 710129, China 2 Department of Architecture, School of Mechanics, Civil Engineering and Architecture, Northwestern Polytechnical University, Xi’an, Shaanxi, 710129, China 3 School of International Studies, Zhejiang University, Hang Zhou, Zhe Jiang, 310058, China ayu.junhua@163.com, b zhuyandi123@163.com, cjoannazhang1987@126.com Keywords: urbanization, residential community, agricultural landscape, environmental design; Abstract: With the urbanization increasingly advancing at high speed, a growing number of farmlands have been turned into building lands, which leads the urban-rural conflicts more and more evident than before.

However, their high-cost limits their applications in civil, therefore the research on low cost titanium technology is necessary.
Compared with Al and steel, however, their high-cost limits their wide applications, especially in civil.
Many researches on the semi-solid deformation behaviors of Al, Mg and steel have been carried out by scientists and engineers all over the world and many useful results have been obtained.
Eylon: Materials Science and Engineering, Vol. 243(1998), p.126 [7] Y.
Zhao: Rare Metal Materials and Engineering, No.6 (1998), p.360 [9] K.Y.

Study on Stability and Failure Characteristics of the Slope in Transition from Open-pit to Underground Mining by Structural Geology Yunfei Wanga , Fang CUI School of civil engineering Henan polytechnic university Jiaozuo Henan 454000 China awyf_ustb@126.com Keywords: slope engineering stability failure characteristic.
According to the impact on the slope characteristics, characteristics of underground ore occurrence, underground ore mining, the open pit slope can be separated by engineering geological zoning.
Geological Division of Slope Engineering The deformation of the rock slope in the mining process are different types in order to reflect the objective reality of rock slope sliding in the process of underground mining more precisely.
Acknowledgements This work was financially supported by National Natural Science Foundation of China (51104057) References [1] Changhong LI, Yunfei WANG, Meifeng CAI, et al: submitted to Journal of University Science and Technology Beijing (2009) (In Chinese) [2] Arikan Fehmi, Yoleri Fatih, Sezer Sureyya, et al: submitted to Environmental Earth Sciences (2010) [3] Lana M S, Cabral I E, Gripp A H, et al: submitted to International Journal for Numerical and Analytical Methods in Geomechanics (2010) [4] Fang XIE, Jinan WANG: submitted to Journal of University Science and Technology Beijing (2006) (In Chinese) [5] Shuangping LI: submitted to Yangtze River ( 2010) (In Chinese) [6] Tianhui MA, Chunan TANG, Tianhong YANG, et al: submitted to Journal of Northeastern University (Natural Science) (2006) (In Chinese) [7] Ning ZHOU, Helin Fu and Yong YUAN: submitted to Chinese Journal of Underground Space and Engineering (2009) (In Chinese) [8] Qingyan Tian, Helin Fu: submitted to Journal
of South China University of Technology (Natural Science Edition) (2009) (In Chinese) [9] Guang LU, Zhouquan LUO, Xiaoming LIU, et al: submitted to Journal of Mining & Safety Engineering (2011) (in Chinese) [10] Bakhtavar E, Shahriar K, Oraee: submitted to Journal of Mining Science(2009)

Delgado1,b 1LFC − Laboratório de Física das Construções, Departamento de Engenharia Civil, Universidade do Porto, Rua Dr.
HUMITECNIC files/catalogue is prepared based on an extensive search of systems, products and treatments in the civil engineering marketplace, patented or not, accompanied when necessary by a suitable bibliography.

Experimental Study on the Bending Resistance Performance of GFRP Tube Filled with Steel-reinforced High-Strength Concrete Flexural Component Le Zhou1,a,Lianguang Wang2,b,Sui Li3,c,Hongtao Liu1,d 1School of Architecture and Civil Engineering, Shenyang University, Shenyang, China, 110044 2School of Resources and Civil Engineering, Northeastern University, Shenyang, China, 110004 3School of Architecture and Urbam Planning, Shenyang Jianzhu University, Shenyang , China, 110168 aZhoule0306@yahoo.com.cn, blgwneu@hotmail.com, clisui0517@126.com Keywords: GFRP Tube; Steel-Reinforced Concrete; Flexural Member; Bending Resistance Performance; Experimental Study Abstract: This paper presents the experimental research on the bending resistance performance of 3 GFRP tube filled with steel-reinforced high-strength concrete flexural members.
In practical engineering, the column often is in bending stress state, and researching components of the mechanical properties of bending can help to deepen understanding of the working mechanism of the column bent.
Science Technology and Engineering. 2006,6 (6) :718-722.
Master thesis, Beijing: Tsinghua University Department of Civil Engineering, 2005.
Engineering construction and design. 2005, (11) :28-29.

Vliyaniye urovnya teplovoy zashchity ograzhdayushchikh konstruktsiy na velichinu poter teplovoy energii v zdanii [Influence of level of enclosing structures heat protection on the value of heat loss in a building] (2012) Magazine of Civil Engineering, 8, pp. 4-14
Features of energy efficient upgrade of historic buildings (illustrated with the example of Saint-Petersburg) (2014) Journal of Applied Engineering Science, 12 (1), pp. 1-10
Methods of calculating depreciation expenses of construction machinery (2012) Journal of Applied Engineering Science, 1 (10), pp. 43-48
Ampere-second pots to a question of durability and energy efficiency of modern protecting wall designs of residential, office and production buildings (2008) Magazine of Civil Engineering, 2, pp. 50-53
Calculation of payback period mineral wool with longitudinal fibers of ITE PARISO (PAREXLANKO) (2014) 5TH International conference civil engineering-science and practice, pp. 1609-1615

Preliminary Study of Pressed Lightweight Geopolymer Block Using Fly Ash, Portland Cement and Recycled Lightweight Concrete Patcharapol Posi1,a, Piyawat Foytong2,b, Pearploy Thongjapo3,c, Natakorn Thamultree4,d, Phongsathon Boontee5,e, Pornnapa Kasemsiri6,f, Trinh Cao7,g, and Prinya Chindaprasirt8,h* 1,3,4,5Department of Civil Engineering, Faculty of Engineering, Rajamangala University of Technology Isan KhonKaen Campus, KhonKaen, 40000, Thailand 2,6,8 Sustainable Infrastructure Research and Development Center Department of Civil Engineering, Faculty of Engineering, KhonKaen University, KhonKaen, 40002, Thailand. 7 Materials Scientist, Surface Design, Sydney NSW 2000, Asutralia.
RTA5780004.The support of the Dept. of Civil Engineering, Faculty of Engineering, Rajamangala University of Technology Isan KhonKaen Campus is also acknowledged here.

Ortiz-Lozano, Effects of Static Magnetic Fields on the Physical, Mechanical, and Microstructural Properties of Cement Pastes, Advances in Materials Science and Engineering, 2015 (2015) 1-9
Sivakamasundari, Experimental study on flexural behaviour of reinforced concrete beam using magnatic water, International Journal of Civil Engineering and Technology (IJCIET), 8 (2017) 518-525
Sumanth, Effect of Magnetic Field Treated Water on Fresh and Hardened Properties of Concrete, Journal of Civil Engineering and Environmental Technology, 4 (2017) 134-138
Potnis, Experimental Investigation of Properties of Concrete Cast in Magnetised Water, IJSTE - International Journal of Science Technology and Engineering, 3 (2017)
Khorshidi, Improving Mechanical Properties of High Strength Concrete by Magnetic Water Technology, Civil Engineering, 17 (2010) 74-79

Validation of Aramis Digital Image Correlation System for Tests of Fibre Concrete Based on Waste Aggregate Jacek Domski1,a, Jacek Katzer1,b 1,2Koszalin University of Technology, Śniadeckich 2, Faculty of Civil Engineering Environmental and Geodetic Sciences, 75-453 Koszalin, Poland atel. +48-94-34 86 73 037, e-mail: jacek.domski@tu.koszalin.pl, btel.: +48-94-34 78 521, e-mail: jacek.katzer@tu.koszalin.pl Keywords: SFRC, fibre, waste aggregate, DIC, LOP.
It is being increasingly used to monitor civil engineering structures (Piekarczuk et al. 2012).
The chosen fibre was a hooked type of engineered steel fibre made of cold drawn wire (Group I with compliance to EN 14889-1:2006).
[6] Ponikiewski, T., and Gołaszewski, J. 2015: X-Ray Investigation and Modelling of Steel Fibres in Self-Compacting Concrete, Transactions of the VŠB – Technical University of Ostrava Civil Engineering Series, No. 2, Vol. 15, paper #20
[7] Katzer, J. 2008: Properties of Precast SFRCC Beams Under Harmonic Load, Science and Engineering of Composite Materials, 15 (2): 107-120

The Anti-Seismic Numerical Simulation for a multi-storey frame with Bamboo Engineering Materials Yan LI1,a , Wenyang Dong1,b 1The research Centre of Green Architecture Technology in Cold Area, Jilin Architecture and Civil Engineering Institute , 130118 Changchun, China; 2The 208th Hospital of PLA , 130062 Changchun, China alessle@tom.com, bdelwine@126.com Keywords: multi-layer frame structure of bamboo, seismic, numerical simulation Abstract.
In comparison, The bamboo resources is abundant in China, bamboo area and production rank first in the world, bamboo is not only similar performance with wood, as engineered materials it is not also with lightweight, high strength, the static bending strength, anti-compressive strength, tensile strength characteristics and elastic modulus were better than normal wood[1].
Reference [1] LU Qing-fang,WEIYan, “Experimental Study on Mechanical Properties of Basic Components for a New Anti-Seismic Room with Bamboo Engineering Materials” [J], Research& Application of Building Materials, No. 11(2008) pp. 1-5