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Fabrication of Non-load Bearing Cotton Stalks Bales and Pressure-resistant Property Test Jin Qiang1, a, Feng Yong1,b, He Jin Chun1,c,Luo Li Quan1,d 1College of Water Conservancy and Civil Engineering of Xinjiang Agricultural University, Xing Jiang Urumqi 830052, China axnd4611@126.com, bxjnydxfy@163.com, cndhjc@foxmail.com, dluckasus@gmail.com Keywords: Cotton Stalks Bale; Density Control; Pressure-resistant Property; Non load-bearing Partitions Abstract: In this study, cotton stalks were used to make cotton stalks bales.

International Conference on Green Building, Materials and Civil Engineering (GBMCE 2011).2011 [4]MAO Ming-fang.

Statistical analysis of weather effects on PM2.5 Wei Dai1, Jiaqi Gao1, Bo Wang2 and Feng Ouyang1, a 1School of Civil and Environmental Engineering, Harbin Institute of Technology Shenzhen Graduate School, Shenzhen, China 2Shenzhen national climate observatory, Shenzhen, China aemail: ouyangf81@hotmail.com Keywords: PM2.5, Weather Effect, Correlation, Distribution.

Study on Disaster-related Epidemic Prevention after Serious Earthquakes Jianyu Chu1,a 1College of Civil and Architectural Engineering, Hebei United University, Tangshan, China ajychu@heuu.edu.cn Keywords: earthquake, epidemic prevention, problem, countermeasure.

Study on the load-bearing microcellular foam concrete and the new process of its product Hong zhen Wang School of Civil Engineering，Northwest University for Nationalities，Lanzhou 730124，china lzhfkjwhz@126.com Keywords: Microcellular foam concrete .The load-bearing wall products.

Bond Behavior of Standard and Reinforced Anchorage between CFRP Sheet and Natural Calcareous Stone Laura Ananiaa, Antonio Badalab and Giuseppe D’Agatac Departement of Civil and environmental Engineering, University of Catania, Italy alanania@dica.unict.it, babadala@dica.unict.it, cgdagata@dica.unict.it Keywords: Masonry structures, CFRP, experimental test, retrofitting, Bond; Slip; Strain.

Detection and Evaluation of the Tiegou River Bridge in Zhucheng Yanbo Zhao1, a, Yuanyuan Zhang1,b and Youzhi Wang1,c 1College of Civil Engineering,Shandong University,17923 Jingshi Road, Jinan, China ayanbo0416@qq.com, b772518417@qq.com, cwyz96996@163.com Keywords: reinforced concrete, hollow slab bridge, detection and evaluation Abstract.

Research of Dinosaurs Weathering Mechanism in Zhucheng Shandong Zhang Shang-kun1,a, Du Sheng-xian1,b , Yu Xue-feng1,c, Zhang Guo-rong2,d*, Luo Xiang-yu2,e, Jia Chao2,f ,Zhang Zeng-qi1,g,Chen Jun1,h 1 Shandong Geological Sciences Institute, Jinan 250013,China 2School of Civil Engineering, Shandong University, Jinan 250061, China azhangshangkun07@126.com, bdushengxian@126.com, cxfengy@sohu.com, dzhangguorong214@126.com, ezhongjuesd@sina.cn, fjiachao@sdu.edu.com, gzhangzengqi2005@sina.com, hchenjun1987111@163.com Keywords: Dinosaur fossils, Weathering mechanism, Physical - mechanical characteristics, Laboratory experiments, Numerical experiments Abstract.

In order to obtain engineering formula for determining value for through-thickness crack beam loaded by uniformly distributed load, SIF values, what was determined by numerical technique were modified.
[3] A.Y.Naychuk, B.G.Holodar, A.N.Petrukovich, I.V.Hvashchevskaya: On the issue of selection of finite element grid and integration contours, Industrial and civil construction, 1 (2005) 20-21

Toronto,Canada :Department Of Civil Engineering ,University of Toronto ,1980 :1-14