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Experimental Research on Tailings Briquetting for Filling Mining Subsidence Area in Jinshandian Iron Mine Cuifeng Du1,a, Ying Zuo1,b, Haofeng Li1, Shuiping Wang2 1University of Science and Technology Beijing, School of civil and environmental engineering, Beijing, 100083, China 2Jinshandian Iron Mine, Wuhan Iron and Steel(Group) Corp Daye, Hubei Province, 435116, China Aducuifeng@126.com, bzuo724@sina.com Keywords: filling ball, tailings briquetting, falling strength, compressive strength, powder ratio, PFC2D simulation.
Minerals Engineering, 2008, 21(4): 330-340
Minerals Engineering, 2009, 22(15): 1307-1317
CHINESE JOURNAL OF ROCK MECHANICS AND ENGINEERING, 2006, 25(9): 1927-1931

Model Test Research of Cushion Thickness on the Long-short Piles Composite Foundation Xinsheng Ge1, a, Jiangwei Xue1,b and Xiaoli Zhai1,c 1College of Architecture and Civil Engineering,Taiyuan University of Technology, Taiyuan, Shanxi, China 030024 aemail:gexs1@yahoo.com.cn, bzhuangbanlv@163.com, czhaixiaoli2000@163.com Keywords: Cushion; Long-short-pile composite foundation; Model test Abstract.
The white quartz sand is used as the crushed stone cushion in a practical engineering, in three trials as laying no cushion, laying 2cm and 5cm cushion.
[2] Xiaonan Gong: Generalized Composite Foundation Theory and Engineering Application (Zhejiang University Press, China, 1992)
[7] Jifu Liu, Zhengzhong Zhou, Geotechnical Engineering Technique, (1999,2) [8] Miaozhong Zhang, Shensheng Yang, Chaowen Tang, Industrial Buildings, (2003,12)

Assembled Wallboards Standardization Study in Steel Frame Structure Yabo Wang 1, a, Chuanhao Xi1,b , Hanting Liu1,c, Lei Qian1,d, Gaofeng Dou1,e 1 School of Civil Engineering, Jilin JIANZHU University, Changchun, China awangyabo163@sina.com,bhao394264831@163.com,,c1195813733@qq.com, d743839648@qq.com,e394264831@qq.com Keywords: assembled wallboard Standardization Abstract.
But in the long-term engineering practice summary,each components of different materials has given corresponding plate atlas and the instruction for use.
This article only takes Jiangsu construction accessories universal atlas "lightweight autoclaved aerated concrete (ALC) panels constructed Atlas" (Z4J/TJ0049---- Su J9803) as an example to expound simply, this set of Atlas do the specific requirements from the ALC board installation,grooving, connection,engineering practices, structural measures and so on, and number the wallboard, place load (standard value), length, thickness as a classification category standard for the inner wallboard and the outer wallboard,atlases also to be given a detailed interior and exterior sheet metal sections, reinforcement Atlas, as well as constructor connected nodes, etc., to facilitate construction[5].
Assembled wallboards components standardization study Standardization of wallboard components started late in China, study in abroad has been very mature and widely used in engineering practice.

Study and Application of 60cm (Thickness) Roller Compacted Concrete Technology Hongwen Zhou1, 2, Huiqiang Li1 1School of Civil Engineering & Mechanics, Huazhong University of Science and Technology, Wuhan, Hubei, China 430072 2Wuhan University, Wuhan, Hubei, China 430072 Keywords: roller compacted concrete dam; vertical vibration roller; thick roller compaction; Huanghuazhai arch dam Abstract: A new vertical vibration roller is applied in Huanghuazhai arch dam for 60cm RCC with 2+10+2 rolling times.
Water Resources and Hydropower Engineering, 2007,38(4):39-43, 47 [2] Li Chunmin, Liu Shukun etc.: In-site experiment and results of compared test on RCC with thick placement lift for construction of Madushan Hydropower Station [J].
Water Resources and Hydropower Engineering, 2009, 40(11):59-67 [3] Wang Yongjian and Ding Shihui: Research of rolling test on thicker compacted concrete layer [J].
Water Resources and Hydropower Engineering, 2000, 31(5):11-13 [6] Liu Shuhua, Fang Kunhe and He Lin: Development of Materials in RCC [J].

Effectiveness of Polypropylene Fiber Reinforced Concrete in Enhancement of Long-Term Durability of Hydraulic Structures Asad Zia1,a and Majid Ali1,b 1Department of Civil Engineering, Capital University of Science & Technology, Islamabad, Pakistan aasadzia005@gmail.com, bmajid.ali@cust.edu.pk Keywords: Concrete Hydraulic Structures, Long-term Durability, Linear Shrinkage and Water Absorption, Polypropylene Fiber Reinforced Concrete Abstract: The long-term durability of concrete hydraulic structures can be improved by controlling their rate of water absorption and linear shrinkage.
K: International Journal of Engineering Research and Applications, 2(4), 215-219. (2012)
V: M.Sc. thesis, Department of chemical engineering, Newark college of engineering, New Jersey. (1964)

Wu 3,d 1 College of Civil Engineering, Hunan University, Changsha, Hunan PR China； 2 Department of Building and Construction, City University of Hong Kong, Tat Chee Avenue, Kowloon, Hong Kong 3 College of Science and Technology, Jinan University, Guangzhou, Guangdong, PR China a zhilunhai1979@163.com, bbcqsli@cityu.edu.hk , czhn88@263.net, dwjr@jnu.edu.cn Key words: wind effect, reinforced concrete structure, tall building, typhoon, full-scale measurement, dynamic response Abstract: This paper presents the field measurement results of wind effects on the world's tallest reinforced concrete building (CITIC Plaza, 391 m high) located in Guangzhou during the passage of typhoon Pabuk on August 10, 2007.
Although the measured values are slightly larger than the predicted one, the empirical formula recommended by AIJ is regarded to be applicable to engineering practice.
Wind Loading in Hong Kong: Commentary on the Code of Practice on Wind Effects Hong Kong-1983, Hong Kong Institution of Engineers, Hong Kong, 1983
[2] Li, Q.S., Fang, J.Q., Jeary, A.P. and Wong, C.K, Full scale measurement of wind effects on tall buildings, Journal of Wind Engineering and Industrial Aerodynamics, 74-76(1998),p.741-750.

Modeling Testing of Reinforced Concrete Block Masonry Structures Liang Huang 1,a , Shengyun Chen 1,b， Chuxian Shi 1,c，Xiang Gao1,d 1 College of Civil Engineering， Hunan University， Changsha 410082，China a huangliangstudy@126.com;b potchensy@163.com ; cshichuxian@sina.com;d gx8617998@126.com Keywords: Reinforced masonry , Model testing, simple similar model Abstract: Integrated simple and complete model similarity theory of this structure are set up in this paper.
Journal of Structural Engineering, 1994, 120(3):925-947
Earthquake Engineering and Structural Dynamics, 1999, 28:1541-1566
Earthquake Engineering and Structural Dynamics,2001,30:819-834

., Effect of thickness of the intumescent alkali aluminosilicate coating on temperature distribution in reinforced concrete, Journal of Building Engineering, 8 (2016) 14–19
Davy, et al., Flame resistance of geopolymer foam coatings for the fire protection of steel, Composites Part B: Engineering, 222 (2021) 109045
Guziy, Fireproof coatings on the basis of alkaline aluminum silicate systems, Ceramic Engineering and Science Proceedings, 29(10) (2009) 129–142
Mácová, et al., Thermal Behavior of an Intumescent Alkaline Aluminosilicate Composite Material for Fire Protection of Structural Elements, Journal of Materials in Civil Engineering, 31(6) (2019) 04019058.

SDOF models for RC and FRC circular plates under blast loads Matteo Colombo1,a and Paolo Martinelli1,b Department of Structural Engineering - Politecnico di Milano, P.za L. da Vinci 32, 20133 Milan, Italy amcolombo@stru.polimi.it, bpmartinelli@stru.polimi.it Keywords: blast loadings, pressure--impulse diagrams, circular plates, SDOF systems.
Considering the increasing importance that shock tubes have assumed in the last few years in the structural engineering field, the present study aims at proposing simplified tools capable of investigating the structural response of simply supported and on-grade plates subjected to blast loads.
Martinelli, Pressure--impulse diagrams for RC and FRC circular plates under blast loads, European Journal of Environmental and Civil Engineering, (accepted) (2011)
Ng, Pressure impulse diagrams for the behavior assessment of structural components, International Journal of Impact Engineering, Vol. 35 (2008), 771-783

Introduction: Ultra-high molecular weight polyethylene (UHMWPE) filaments with outstanding characteristics such as high tensile strength, high Young's modulus, low density, etc has been widely used in various fields ranging from civil to military application [1-7].
Bersee, Medical Engineering & Physics 28 (2006) 323-330 [27] S.L.
Zou, Materials Science and Engineering B 132 (2006) 307-310
Balkenende, G.de With, Materials Science and Engineering R 36 (2002) 47-103 [49] W.M.
Gerberich, Materials Science and Engineering A 493 (2008) 12-20 [50] I.M.