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Tunnel Ground Stress Test and Rock Burst Prediction Based on Hydraulic Fracturing Method Li Xin-zhe1,2,a, Wang Geng-feng1,b, Li Jun-mei1,2,c 1College of Civil Engineering, Chongqing University, Chongqing 400030, China 2 College of Hydraulic & Environmental Engineering, China Three Gorges University, Yichang 443002, China alisten1220@qq.com, b196291812@qq.com, c32911185@qq.com Keywords: rock mechanics, hydraulic fracturing method, ground stress, rock burst Abstract: The hydraulic fracturing method is a common method to measure the ground stress.
According to the Engineering Rock Grading Standards (GB/50218-94), the rock mass strength level is the middle level
[3] Liu Yun-fang: Rock Ground Stress and Engineering Construction (Hubei Science and Technology Press, China 2000)
[4] Li Fang-quan: submitted: Journal of Rock Mechanics and Engineering Vol. 4 (1985), p.95
[5] Yin Jian-min, Liu Yuan-kun, Ai Kai, & Xiao Ben-zhi: Journal of Underground Space and Engineering Vol. 2 (2006), p. 891

Risk management of induced micro-seismicity caused by hydraulic fracturing through acoustic emission Yuan, Feng1, a, Chaoyin, Feng2, b 1School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China 2Xuchang Vocational Technical College, Xuchang 461000, China afengyuan.energy@gmail.com, bfcy641213@yahoo.com.cn Keywords: Acoustic emission; Risk assessment; Hydraulic fracturing Abstract.
The AE monitors have some peerless advantages in geo-engineering.
Besides, experienced engineering can be invited to offer the risk probability.
In practical engineering, the engineering treatments must be combined with the economic benefits.
The logic process of risk management in practical engineering is imaged.

Treatment Technology for Embankment Landslide Caused By Expansive Soil Foundation Instability Tang Xianyuan1, a,b, Li yongpeng2,c 1 Department of Civil Engineering,Guangxi University of Technology, Liuzhou 545006 2 School of Traffic and Transportation Engineering, Changsha University of Science and Technology, Changsha 410076 3 Guangxi communications investment group Co.Ltd.
Treatment engineering Engineering overviews The highway mainline ZK174+606~+826 section is located in expansive soil area.
Engineering Survey, 2003(1):49-51
Subgrade Engineering, 2010(4):94-97 [5].
Chinese Journal of Rock Mechanics and Engineering, 2006, 25(2): 399- 406.

C.T., Control performance of liquid column vibration absorbers, Engineering Structures, Vol. 20, 580-586, (1998)
[5] You, J.Y., You, K.P. and Kim, Y.M., Aeroelastic model Test for a Tall Building using Tuned Liquid Column Damper, The 2012 World Congress on Advances in Civil, Environmental, and Materials Research(ACEM’12), Seoul, Korea, August 26-29, pp. 2660-2675, (2012)
D., “Characteristic of liquid column vibration absorbers (LCVA)-Ⅰ”, Engineering Structures, Vol. 19, pp.126-134, (1997)
G., Effectiveness of TLCD on various structural systems, Engineering Structures, Vol. 21, pp.291-305, (1999)
C., Optimal damping ration of TLCDs, Structural Engineering and Mechanics, Vol. 9, pp.227-240, (2000)

Xie.Port &Waterway Engineering. 35(2008) No 6, p90.
China Harbour Engineering, Vol. 25(2007) No. 3, p 30.
China Civil Engineering Journal, Vol. 44(2011) No. 3, p 72.
Key Engineering Materials, Vol. 466(2011), p 183
China Harbour Engineering, Vol. 29(2010), p28.

Earthquake Engineering and Engineering Vibration, June,2006, 5(1): 49-60
Earthquake Engineering, 1987: 747-756
Earthquake Engineering and Engineering Seismology, 2003, 4(1): 37-49
Earthquake Engineering and Engineering Seismology, 2003, 4(1): 3-13
A Comparative Study of Seismic Provisions Between the International Building Code 2003 and Mexico’s Manual of Civil Works 1993[J].

The Application Study of Self-balanced Test Method for Bearing Capacity of Foundation Piles Zi Ran Dai a, Zhi Hong Huang b, Hui Li c, Xi Da Yind College of Civil Engineering and Building Construction of Guizhou University, Guiyang China a267355058@qq.com, b854584164@qq.com, c250338761@qq.com, d353868586 @qq.com Key words: Self-balanced Test Method; Foundation Piles; Steel bar stress gauge; Ultimate Bearing Capacity; Equivalent transfer Abstract.
The schematic diagram of the Self-balanced Test Method Field Test The situation of the field engineering geology.
The Pile Foundation Engineering Manual[M].
Journal of Railway Science and Engineering.5(2008)50-56. ( In Chinese) [5] Futian Liu, Chunfeng Zhao etc.
Chinese Journal of Underground Space and Engineering.4(2008) 79-81. ( In Chinese)

Synergistic Effect of Seawater and Volcanic Pumice Powder on the Properties of Sustainable Cement Mortar Benyahia Amar*1,a, Salhi Mohamed2,b, SI Ahmed Mohamed3,c, Boubekeur Toufik4,d, Li Alex5,e and Boussad Abbes6,f 1Civil Engineering Department, University Saad Dahlab of Blida, Algeria 2Civil Engineering, University Ahmad Zabana of Relizane, Algeria 3Civil Engineering Department, University Saad Dahlab of Blida, Algeria 4Civil Engineering Department, University of Ahmad Benyahia El Wancharissi, Algeria 5Matériaux et Ingénierie Mécanique (MATIM) Campus Moulin de la Housse-Reims, France 6Matériaux et Ingénierie Mécanique (MATIM) Campus Moulin de la Housse-Reims, France *abenyahia@univ-blida.dz, bsalhi8@yahoo.fr, csiahmed.med@gmail.com, dt_boubekeur@yahoo.fr, ealex.li@univ-reims.fr, fboussad.abbes@univ-reims.fr Keywords: Volcanic pumice powder, Cement mortar, Seawater, Compressive strength, Sustainability, Fracture toughness.
Acknowledgement The authors would like to thank the directors of Transcanal Company in Oued Fodda (Algeria) for allowing them to perform the experimental work in the Civil Engineering Laboratory.
Chandak, R.K.Yadav, Effect of salt water on compressive strength of concrete, International Journal of Engineering Research and Applications, 4(2014) 38-42
Ige, Effect of Seawater Concentration on Compressive Strength of Concrete, Project Report, Department of Civil Engineering, University of Agriculture, Abeokuta, (2010)

Modeling of Cellular Automata Marcov Chain for Land Use Change Prediction in Nagan Raya Regency Fachruddin Fachruddin1,a, Sanusi Sanusi2,b*, Andi Yusra1,c, Rivansyah Suhendra2,d, Muhammad Usman3,d, Meylis Safriani1,e 1Department of Civil Engineering, Faculty of Engineering, Teuku Umar University, West Aceh, 23615, Indonesia 2Department of Information Technology, Faculty of Engineering, Teuku Umar University, West Aceh, 23615, Indonesia 3Department of Informatics Management, Polytechnic of Sambas State, West Kalimantan, 79463, Indonesia afachruddin@utu.ac.id, bsanusi@utu.ac.id*, candiyusra@utu.ac.id, drivansyahsuhendra@utu.ac.id, eusman.mtaib@gmail.com, and fmeylissafriani@utu.ac.id Keywords: Cellular Automata, Geographic Information System, Land Change Modeling, Marcov Chain, Nagan Raya Regency.
Acknowledgment Thanks to the leadership of the Faculty of Engineering, Teuku Umar University who has provided support for this research and thanks to the Civil Engineering Department, Teuku Umar University who has permitted the use of the laboratory for processing data for this research.
Balla, “Geospatial analysis of land use land cover change predictive modeling at Phewa Lake watershed of Nepal,” International Journal of Current Engineering and Technology, vol. 4, no. 4, pp. 2617–2627, 2014
Adl, “Predicting Urban Land Use Changes Using a CA-Markov Model,” Arabian Journal for Science and Engineering, vol. 39, no. 7, pp. 5565–5573, Jul. 2014, doi: 10.1007/S13369-014-1119-2/METRICS

Near-field ground motion has been the focus of attention in earthquake engineering.
Engineering Mechanics.
Earthquake Engineering.
Engineering Earthquake.
Earthquake Engineering and Engineering Vibration.