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Adhesion between SRP and Masonry: Influence of Moist Condition of Specimens and Presence of Salts in the Substrate YUAN Yu1,a, GENTILINI Cristina2,b*, CARLONI Christian3,c and FRANZONI Elisa1,d 1DICAM – Department of Civil, Chemical, Environmental and Materials Engineering, University of Bologna, via Terracini 28, 40131 Bologna, Italy 2DA – Department of Architecture, University of Bologna, Viale Risorgimento 2, 40136 Bologna, Italy 3Department of Civil Engineering, Case Western Reserve University, 10900 Euclid Ave, Cleveland OH 44106, United States ayu.yuan@studio.unibo.it, bcristina.gentilini@unibo.it, ccxc966@case.edu, delisa.franzoni@unibo.it *corresponding author Keywords: SRP,Masonry, Bond behavior, Moisture, Salt Abstract.

The Effect of Natural Pozzolan on Sulfate Resisting Cement Exposed to Sodium Sulfate Attack for Attaining Sustainable Building Material Ramdane Chihaoui1, 2,a, Hamid Khelafi2,b and Mohamed Mouli 1,c 1LABMAT Laboratory, Department of Civil Engineering, National Polytechnic School ENPO, BP 1523 El-M’Naouer, 31000 Oran, Algeria. 2Faculty of Architecture and Civil Engineering, University of Sciences and Technology USTO-MB, BP 1505 E1-M’Naouer, 31000 Oran, Algeria.

Analysis of Structure and Thermal Performance of Roof with reinforced Concrete Prefabricated Corrugated Board LI Li，BAI Xian-chen，GUO Ji-ping Faculty of Civil Engineering and Architecture, Henan University, Henan Kaifeng 475004, China, lylylee@ henu.edu.cn, baixc@ henu.edu.cn, guomarksman@qq.com Key words: traditional roof; prefabricated corrugated board; structure; thermal performance Abstract: This article aims at solving the problems of waterproof layer aging, hollowing, deformation and cracks and other major issues in the process of use of the traditional flat roof.
On the residential building energy conservation designs [J]. engineering construction and design, 2005(2):46-47
Civil construction hot working design standard (GB50176-93)[S].

Yu, Journal of Jilin Architectural and Civil Engineering Institute,2007.3(9-12).
Wei, Exploring the eco-folk house design of reconstruction after earthquake in mountainous region, International Workshop on Architecture, Civil and Environmental Engineering, 2011.7(6613-6616).

Novel Multi-Scale Cementitious Composites Developed Using Microcrystalline Cellulose (MCC) and Sisal Fibers Aloysio Gomes de Souza Filho1,a,*, Shama Parveen2,b,*, Sohel Rana3,c, Romel Dias Vanderlei4,d, Raul Fangueiro5,e 1Federal University of Technology – Paraná, Apucarana, Brazil 2,3School of Applied Sciences, University of Huddersfield, Queensgate, HD1 3DH Huddersfield 4Fibrous Materials Research Group, University of Minho, Portugal 5Graduate Program in Civil Engineering, State University of Maringá, Maringá, Brazil aasouza@utfpr.edu.br, bparveenshama2011@gmail.com, cs.rana@hud.ac.uk, drdvanderlei@uem.br, erfangueiro@civil.uminho.pt Keywords: Cementitious composites, microcrystalline cellulose, sisal fiber, multi-scale cementitious composite.
Natural fibers are a good alternative to synthetic and metallic fibre based reinforcements for engineers, researchers and professionals all over the world because of their superior properties such as high specific strength, low weight, low cost, fairly good mechanical properties, eco-friendly and bio-degradable characteristics as well as local availability of these fibers [4].

Lantana Camara Plant-Biochar Added Cementitious Mortar for Carbon Sequestration: Effect on Early-Age Properties Mir Hamsa Ellahia, Muhammad Salman Siddiqueb, Sharjeel Haider Siddiquec, Hameedullahd, Israr Ahmade, Anwar Khitabf,* Department of Civil Engineering, Mirpur University of Science & Technology (MUST) Mirpur-10250 (AJK) Pakistan amirhamsa@gmail.com, bmuhammadsalmansiddique27@gmail.com, cSharjeelhaider1907@gmail.com, dhameedullah9052@gmail.com, eisrarahmad.ce@must.edu.pk, e,*anwar.ce@must.edu.pk Keywords: Cementitious mortar, biochar, Lantana Camara, Carbon sequestration, Performance.
The authors are grateful to their colleagues in the Civil Engineering Department MUST for their assistance throughout the experimental work.

Analysis of Prestressing Loss on Construction of External Prestressed Wooden Buildings Jimei Zhang1, a, Jinglong Pan2,a and Hongbo Dong3,b 1School of Civil Engineering and Architecture, Hulunbuir College,Hailar, Inner Mongolia, 021008, China 2School of Civil Engineering , Harbin Institute of Technology,Heilongjiang,Harbin,150090,China 3Heilongjiang Reclamation land School of Technology, luobei County, Heilongjiang,154211 ,China azjmcn@126.com, bhbdongxy@126.com Keywords: wooden buildings,external prestress,creep, prestressing loss,deflection Abstract.

In the region of Circum-Lanzhou Urban Agglomeration, the expressway traffic mileage has reached 807 miles, and most cities have formed the radial expressway network; it is the regional convergence for both national railway lines of Longhai, Lanxin, Baolan, Lanyu, Lanqing, Pingding, etc. and national key projects such as transferring the natural gas from west to the east and transporting the oil from west to the east; there are the largest network marshalling station in western area and two first class ports of Lanzhou Railway Station and Lanzhou Zhongchuan Airport; there are also Lanzhou Zhongchuan Civil Airport with available international civil airlines and international cargo flights, while the annual capacity for holding up passengers is about to reach 10 million and total cargo capacity of 100,000 tons in the future; the railway dedicated lines of Lanzhou to Xi'an and Lanzhou to urumqi will go into full operation.
There are also about 1200 scientific research and development institutions with Lanzhou University as the main body, 9 state key laboratories with Lanzhou Heavy Ion Accelerator as the representative, a total of 28 national & provincial engineering technology centers and test sites, as well as more or less 250,000 technicians of all majors.
A great number of domestic well-known specialists, scholars and academic leaders are stationed there, including: 16 academicians of the Chinese Academy of Science and the China National Engineering Research Institute, who are able to achieve almost 50 scientific and research results each years.

Chenchu Sai Kiran4,d , B.Haripriya5,e and K.Chakradhar Reddy6,f 1Assistant professor, Department of Civil Engineering, Annamacharya Institute of Technology and Science, Tirupati, Andhra Pradesh. 2-6B.
Tech Student, Department of Civil Engineering, Annamacharya Institute of Technology and Science, Tirupati, Andhra Pradesh.

Compressive Strength of Geopolymer Based on the Fly Ash Variation ANTONI1,a*, STEPHEN Wibiatma Wijaya2,b and DJWANTORO Hardjito1,c 1Department of Civil Engineering, Petra Christian University, Indonesia 2Post Graduate Program in Civil Engineering, Petra Christian University, Indonesia aantoni@petra.ac.id, bstephen.wibi@yahoo.com, cdjwantoro.h@petra.ac.id Keywords: geopolymer, fly ash, CaO content, specific surface area, strength Abstract.