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Glukhovsky Scientific Research Institute for Binders and Materials, Kyiv National University of Civil Engineering and Architecture, Povіtroflotsky avenue 31, Kyiv, 03680, Ukraine 2Microlab, Faculty of Civil Engineering and Geosciences, Delft University of Technology, P.O.

Adapter blocks (types A and B) have been developed by the Korean Institute of Civil Engineering and Building Technology (KICT) that uses the substructure of the unit module, and can connect the unit module and a freight vehicle without any interruption of walls, internal and external materials, and so on.
Acknowledgement This paper was supported by the Korean Institute of Civil Engineering and Building Technology (KICT) under the Strategic Research Project (Construction Technology Development for One-day Housing).

School of Civil Engineering and Architecture, Central South University, Changsha, Hunan 410075, China 2.
School of Civil Engineering and Mechanics, Huazhong University of Science and technology, Wuhan 430074, China a. dongrongzhen@126.com , b. juneweii@163.com, c. xiwuzhou@163.com Keywords: reinforced concrete; corrosion products; interface; microstructure analysis Abstract: The rust distribution and the crack expansion in the deteriorated concrete were studied through the macroscopic and microcosmic method.

Stress-strain State Multistory Buildings and Stiffness Shear Bonds Valery Lyublinskiy National Research Moscow State University of Civil Engineering, Yaroslavskoe Chaussee, 26, Moscow, 129337, Russia lva_55@mail.ru Keywords: shear bonds, stiffness, nonlinear deformation, bearing system, multistory building.
Moscow State University of Civil Engineering.

A Study on Ammonia Nitrogen, Phosphorus and Organic Pollutants Removal of Zeolites by Salt Modification Hai Lin, Zhiying Zhao, Leyong Jiang and Wei Wei School of Civil and Environmental Engineering, University of Science and Technology Beijing, Beijing, China 301053653@163.com Keywords: Zeolites, Salt Modification, Ammonia Nitrogen, Phosphorus, Reclaimed Water.
Acknowledgment We are thankful to Gaobeidian sewage treatment plant for providing the water samples, to the laboratory of School of Civil and Environmental Engineering, University of Science and Technology Beijing for providing the experimental instruments.

Analysis of Spatial Co-working Property of a Long-span Cantilevered Awning Dandan Kong1,a, Haixia Zhang2,b and Xin Zhao1,c 1 School of Civil Engineering, Hebei University of Technology, Tianjin 300130, P.R.
China 2 School of Civil Engineering, Shenyang Jianzhu University, Shenyang 110168, P.R.China addkong2008@126.com, b iriszhx@163.com, c zhaoxintj@126.com Keywords: Stadium awning.

The technical support of the rule of law of planning Jian Feng Xu1, a, Bing Li2,b 1 College of Civil Engineering and Architecture, Shandong University of Science and Technology, Qingdao, china 2 College of Civil Engineering and Architecture, Shandong University of Science and Technology, Qingdao, china axujianfeng_bl@163.com, bdllb81@163.com Key words: The Rule of Law.

Analysis into How to Determine the Spring Constant of Groundwork in Design of Underground Structure Yingmin Lia, Lu Wangb and Liping Liuc College of Civil Engineering, Chongqing University, Chongqing, 400045, P.R.China aliyingmin@cqu.edu.cn, bwwwwlulu@163.com, czhhllp@163.com Keywords: underground structure; groundwork; spring constant; numerical calculation method Abstract.
Methods to Determine the Spring Constant of Groundwork in Engineering Criterion [5] Test.
For general application of engineering, on more cases we take a value of experience; massive data of experience are available in some engineering documents for reference (refer with: Table 1).
Chinese Journal of underground space and engineering Vol.1 (2005), p. 1109-1112
Railway Engineering Vol. 6 (1999), p. 3-6.

Interaction of Multiple Semi-Cylindrical Gaps and a Shallow-Buried Cavity Rui Zhanga ,HongLiang Li b College of Aerospace Engineering and Civil Engineering, Harbin Engineering University, Harbin, 150001, China azhangrui97@sohu.com, bleehl@sina.com Keywords: Semi-Cylindrical Gap; Shallow-Buried Cavity; Green’s Function; SH-Wave Scattering; Dynamic Stress Concentration Factor (DSCF) Abstract.
In modern municipal construction and earthquake engineering, semi-cylindrical gap and shallow-buried cavity structure are used widely.
Introduction In modern municipal construction and earthquake engineering, semi-cylindrical gap and shallow-buried cavity structure are used widely.
Fig.2 influence of burying depth of cavity Fig.3 influence of to DSCF Fig.4 influence of the gaps to DSCF Acknowledgments This work is support by the Fundamental Research Funds for the Central Universities HEUCF100202 and the Fundamental Research foundation of Harbin Engineering University (Grant No.
Phys.Solids, Vol.39(1991), p.273 [4] J.Tian, U.Gabbert, H.Berger, and X.Y.Su: Materials and Continua, Vol.1(2004), p.327 [5] Li Hongliang, Zhang Cun: Key Engineering Materials, Vol.417-418(2010), p.145 [6] Li Hongliang, Li Hong,Yang Yong: Key Engineering Materials, Vol.385-387(2008), p.105

Recent Results on Masonry Infill Walls WILLAM K J1a, CITTO C 2b and SHING P B 3c 1 Department of Civil, Environmental, and Architectural Engineering, University of Colorado at Boulder, ECOT 456, Boulder, CO, USA 2 Atkinson-Noland & Associates, Inc., 2619 Spruce Street, Boulder, CO, USA 3 Department of Structural Engineering, University of California, San Diego, 9500 Gilman Drive, MC 0085, La Jolla, CA, USA a willam@colorado.edu, bccitto@ana-usa.com, cpshing@ucsd.edu Abstract The paper summarizes the main research findings on masonry infill walls which were obtained within the framework of a comprehensive NSF-NEESR-SG project directed by Prof.
The paper concludes with remarks on the experimental observations when the panels were integrated into infill walls of two-bay width and three-story height with and without retrofits of reinforced ECC layers (engineered cementitious composites) which were attached to one side for quasistatic testing at CU Boulder, and to both sides of the wall for dynamic shake table testing at UC San Diego.
A3A-39, in Proc of Designing , Engineering and Constructing with Masonry Products, Houston: Gulf Publ.