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Contribution of Settlement of a High-Rise Building with Recession in a Ground Plan to Punching Shear NOVÁČEK Jan1, a *and ZICH Miloš1,b 1Brno University of Technology, Faculty of Civil Engineering, Veveří 331/95, 602 00, Brno, Czech Republic anovacek.j1@fce.vutbr.cz, bzich.m@fce.vutbr.cz Keywords: concrete, high-rise building, punching shear, settlement Abstract.
Every such structure needs more attention from structural engineer and deeper approach to design than common structures.
Fig. 1 Plan of the building for the analytical study Fig. 2 Axonometric view on the model in SCIA Engineer Supports of the structure.
Model of the whole building in interaction with subsoil (SCIA Engineer – Soilin), the socle with zero density (identical to model 1).
Model of the whole building in interaction with subsoil (SCIA Engineer – Soilin) loaded by reaction of the tower on fixed supports at the level of socle roof. 6.

Preliminary Approach to Mechanical Characteristics of Cement Mixed Superfine Iron Tailings Ning Bao-kuan, Meng Jin, Ren Yi-nan, Jiang Tong, Cui Xiao-lei School of Architecture and Civil Engineering, Shenyang University of Technology, Shenyang 110870, China ningbk@126.com Keywords: cement-mixed superfine iron tailings; mortar; relation of load-deformation.strength; freeze-thaw cycle Abstract.
Introductions Tailings, as one byproduct of the mining engineering, are a major component of industrial solid waste, occupying over 1/3 according to statistics.
The freeze-thaw characteristics of cement-superfine tailings The performances of material resistance to repeated freezing and thawing is a vital guarantee of the durability of engineering structures in the north of China.
Therefore, cement mixed superfine tailings are basically able to meet the requirements of frost resistance that cement mortar can satisfy in engineering.
The cement-superfine tailings can be applied to engineering; Cement-superfine tailings, cement-mixed soil and cement mortar under the same conditions, are similar in the mechanical strength, load-deformation characteristics and frost resistance; therefore, in constructional engineering, when using cement-superfine tailings as construction materials, may refer to the research achievements of cement mortar under the same conditions.

Experimental Study of Shear Strength of Modified Grout Masonry Pengfei Xue1, a, Daling Mao2,b 1Department of Civil Engineering, Henan University of Technology, Zhengzhou 450052, China 2 The Architectural Engineering and Art Designing College, GuangDong Institute of Science and Technology, Zhuhai 519090, China axuepengfei@gmail.coml, bmaodaling@gmail.com Keywords: modified mortar; the new wall material; bond strength; orthogonal design; polymer Abstract.
Introduction Currently, the new wall materials were widely used in engineering, and it mainly included the small concrete blocks, the autoclaved lime-sand bricks, and the autoclaved fly ash bricks etc.
The significance level of block type was exaggerated, because the test conditions of concrete block and aerated concrete block had great differences to actual engineering.: the surface rough handling and water saturation treatment had to be done in actual project.
The normal mortars had to be amended in autual engineering.

Stroboscopic fringe projection method for 3D dynamic displacement measurement Xiaoyuan He1, a, Feipeng Zhu1, Chengfei Wang2 and Yingjun Xu3 1School of Civil Engineering, Southeast University, China 2School of Instrument Science & Engineering, Southeast University, China 3 Electrical & Electronic Experiment Center, Southeast University, China ammhxy@seu.edu.cn Keywords: high frequency stroboscopic illumination, fringe projection, digital image correlation, in-plane displacement, out-of-plane displacement.
Voesing,"Stroboscopic digital speckle pattern interferometry for vibration analysis of microsystem", Optics and Lasers in Engineering 47 (2), 252-258 (2009)
Voesing,"Stroboscopic digital speckle pattern interferometry for vibration analysis of microsystem", Optics and Lasers in Engineering 47 (2), 252-258 (2009)
Bosseboeuf,"Simultaneous mapping of phase and amplitude of MEMS vibrations by microscopic interferometry with stroboscopic illumination", Microsystems Engineering: Metrology and Inspection Iii 5145, 33-44 (2003)

Layered-shell element method of calculating the multi-ribbed composite slab’s elastic lateral stiffness Peng Changa, Yao Luob School of Civil Engineering and Architecture, Beijing JiaoTong University, China apchang@bjtu.edu.cn, bluoyao_conan@yahoo.cn Keywords: layered-shell element method, lateral stiffness, multi-ribbed composite slab, SOLID46 Abstract.
The calculating value of elastic lateral rigidity of the wall deduced from the unilayer composite material model of bi-directional fiber is identical with the measured value, which means that this model has certain theoretic basis and practical value, also, it can meet the demand of engineering calculation.
References [1] HUANG Wei, YAO Qian-feng, ZHANG Xu-feng, LU Gang: Calculation Analysis on New Type Composite Wall Elastic Lateral Rigidity, Earthquake Resistant Engineering and Retrofitting, Vol.27 (2005), p.1-7
Neuenhofer, P.E.: Lateral Stiffness of Shear Walls with Openings, Journal of Structural Engineering (2006) [7] X.
Pantazopoulou: Response of RC Frame under Lateral Loads, Journal of Structural Engineering VOL.117 (1991)

Analysis of Dynamic Response of High Rockfill Embankment under Seismic Loads Chengzhong Yang Institute of Civil and Architecture, East China Jiaotong University, Nanchang 330013 China ycz0791@sina.com Keywords: High Embankment; Rockfill Material; Seismic Response; Finite Element Abstract.
Introduction As the lifeline engineering, if the embankment project is destroyed by earthquake, it will not only cause the great losses to road engineering but also become serious obstacle to transportate material to disaster area and to rescue life.
Earthquake Engineering (Second Edition)：( Earthquake Press,Beijing 2006)
[2] CHENG Changkai , RUANYongfen , XIONG Enlai:Chinese Journal of Underground Space and Engineering Vol. 1 (2005), p. 1054-1059 [3] BI Zhongwei,ZHANG Ming,JIN Feng:Rock and Soil Mechanics Vol.30 (2009),p.180-84 [4] Zhang Yu,Wang Ruheng,Jia Bin: Industrial Construction Vol.38(2008),p.59-62 [5] KONG Xianjing,LOUShulian:Journal of Hydraulic Engineering Vol.32(2001), p.20-25

Numerical Simulation of Subway-Induced Environment Vibration Peizhen Li1, a, Zhaohui Pan1,b, Xiuqiang Li1,c, Jianyong Yue2,d 1State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, 200092, China 2Shanghai Institute of Architectural Design & Research Co.
The tunnel structure utilized in the model was the most commonly used form in the subway construction of Shanghai and the soil was consistent with the typical engineering geological condition of Shanghai [1].
For the typical engineering geological condition of Shanghai, the soil is not homogeneous in the depth direction and the bedrock is about 200 m to 300 m below ground surface, so the depth of the finite element region in the model needs further determination.
Therefore, it is reasonable to set the depth of the finite element region in the model as 100 m if the model soil is consistent with the typical engineering geological condition of Shanghai.
(1) In the analysis of subway-induced vibration, coupling of the finite element and infinite element method is advisable and the depth of the finite element region can be taken as 100 m when the model soil is consistent with the typical engineering geological condition of Shanghai

The Synthetical Evaluation of Tunnel Design Considering Its Impact on Environment Based on Fuzzy Probability Method Zong Yang Li1,a, Yu Han Feng2,b, Zong Liang Li3,c 1School of Civil Engineering and Architecture, Southwest Petroleum University, Chengdu, Sichuan, China 2Traffic Transportation Department, Emei Campus of Southwest JiaoTong University, Emeishan, Sichuan, China 3Maersk Global Service Center(Chengdu) Ltd, Chengdu, Sichuan, China a280178828@qq.com, b646208176@qq.com, c82987825@qq.com Keyword: tunnel design synthetical evaluation environment protection Abstract.
Materials were always widely needed for various industries, especially for the engineering project.
Journal of Shi Jiazhuang Institute of Railway Engineering, Vol.3 No.1, Mar.2004.
Chinese Journal of Underground Space and Engineering.
Harmonising Rock Engineering and the Environment-12th ISRM International Congress on Rock Mechanics, Beijing, 2011 [7] Jingyun Fang, Shaopeng Wang, Chao Yue.

Research on the Fatigue strength Test of 20CrMnMo Carburized and Quenched Gears Wei Li1, a, Ning Liu2, b, Ning Li3, c and Guoliang Liu 4,d 1-5School of Mechanical Engineering, University of Science and Technology Beijing, Beijing, China aliwei@me.ustb.edu.cn, b ningliu011@sohu.com, c mailnicky@163.com, d guoliangliu @263.com Keywords: Carburized and quenched gears; Limit stress; C-R-S-N curve Abstract.
Bernabei, Fatigue fracture of a main landing gear swinging lever in a civil aircraft, Engineering Failure Analysis. 15(2008), P.755-765
[5] Osman Asi, Fatigue failure of a helical gear in a gearbox, Engineering Failure Analysis. 13(2006), P.1116-1125
[6] Inés Fernández Pariente, Mario Guagliano, Contact fatigue damage analysis of shot peened gears by means of X-ray measurements,Engineering Failure Analysis. 16(2009), P.964-971
[7] Lu Xi, Investigation of the region of fatigue crack initiation in a transmission gear, Materials Science and Engineering. 527(2010), P.1377-1382

Research on Settlement and Wavy Failure of Road on very Soft Soil Foundation Shuwang YAN a, Lili ZHANG b and Liqiang SUN c School of Civil Engineering, Tianjin University, Tianjin, China ayanshuwang@tju.edu.cn, bzhanglili@163.com, csunliqiang@126.com Key words: Very soft soil, Foundation, Road, Settlement, Wavy failure Abstract.
Introduction Engineering practice has shown that serious problems will arise to the road after a short term of operation, even the foundation of the road has been deliberately treated.
(in Chinese) [3] Engineering Geological Investigation on Dongjiang Port in Tianjin Harbor.
Settlement observation and analysis on the soft soil foundation of Tanggang Highway[J].Road Foundation Engineering, 2009(2):5-6.
[8] AL—SHAMRANI M A.Applicability of the Rectangular Hyperbolic Method to Settlement Predictions of Sabkha Soils[J].Geotechnical and Geological Engineering,2004,22(4):563—587.