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It offers great possibilities for use both in civil engineering [1], and in transport engineering [2 and 3].
Field tests of cementitious composites suitable for protective structures and critical infrastructure. (2017) Key Engineering Materials, 722 KEM, pp. 3-11.
Key Engineering Materials, Trans Tech Publications Ltd, Special Concrete and Composites 2016, 2016, vol. 722, no.
Evaluation of crack formation in concrete and basalt specimens under cyclic uniaxial load using acoustic emission and computed X-Ray Tomography (2017) Key Engineering Materials, 722 KEM, pp. 247-253.
Laser-ultrasonic testing of the structure and properties of concrete and carbon fiber-reinforced plastics (2017) Key Engineering Materials, 722 KEM, pp. 267-272.

Full Waveform Acoustic Logging for Slope Weak Layer Evaluation ZhongQiu XIE1 ,JinZhao Fan1 , HongBin Xiao1 , YuChi Zhang2 1Department of Civil Engineering, Central South University of Forestry and Technology, Changsha 410082, P.R.
Under the influence of rainfall and engineering excavation, it appeared the phenomenon of different sizes deformation, which affected the security during the construction and operation engineering seriously.
In the factors of affecting the slope stability or contributing landslide, the main internals are poor engineering geology conditions and rock structure conditions.
Therefore, a series of experiments have been conducted to combine engineering practice..
International Journal of Engineering Science, Vol,38, No 5,505~515,2000 [7] Changwen Li, Chunhao Yu, Xudong Zhao.

Numerical analysis of ultimate bearing capacity of embedded foundation Ling Mei1, a, Aizhao Zhou1,b and Pengming Jiang1,c 1 School of Civil and Architecture Engineering, Jiangsu University of Science and Technology, Zhenjiang, Jiangsu, 212003, China amling530@163.com, bzhouaizhao@126.com, cjustcajpm@hotmail.com Keywords: Embedded Foundation, Three-Dimensional Failure Surface, Ultimate Bearing Capacity, Rectangle Uniform Load, Numerical Analysis.
This phenomenon also be confirmed by many engineering practices[9-11].
This phenomenon is confirmed by lots of engineering practices and laboratory tests[11].
Proceeding of the 7th conferences of soil mechanics and foundation engineering.
Structure Engineer, (1990), p.73 (in chinese)

Comparative Analysis of Wind Speed in Ventilation Hole Simulated by VOF and Euler Model Hongqing Zhang1, 2, a, Xiantang Zhang3, b, *,Yilong Lou4, c and Weiping Xing2, d 1State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University, Nanjing, China 2College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210098, China 3Shandong Provincial Key Laboratory of Civil Engineering Disaster Prevention and Mitigation, State Key Laboratory Breeding Base for Mining Disaster Prevention and Control, Shandong University of Science and Technology, Qingdao, China 4Water Conservancy Bureau, Quzhou, China azhanghangqing8@126.com, bzzxhtm@163.com, clouyilonglee@163.com, dhohaipingping@163.com Keywords: Spillway tunnel, Ventilation hole, Wind speed, VOF model, Euler model, turbulent model.
So the engineering measures should be adopted for increasing the cross-section; the inlet parallels to the axis of ventilation hole resulting in uneven wind speed distribution and loud noise; wind speed distribution on the inlet section and outlet section of ventilation hole is respectively the most non-uniform and uniform.
Journal of Hydraulic Engineering. 36 (2005) 1209-1212.
Xu, et al, Theories and Applications of Flow Refined Simulation for Hydraulic and Hydropower Engineering, Science Press, Beijing, 2006.
Journal of Drainage and Irrigation Machinery Engineering. 31 (2013) 98-102.

Canadian Geotechnical Engineering, 1978, 15:54-65
Canadian Geotechnical Engineering, 1978, 15:66-82
Chinese Journal of Geotechnical Engineering. 2002, 24(6): 720-723, (in Chinese) [4] YanxuWen, Jian Zhou, Mincai Jia.
Geotecnical Engineering World, 2002, 4(7): 60-62, (in Chinese) [6] Anlong Jiang, Yuying Guo, Dazhao Gao.
Geotechnical Engineering Technique. 2003, 6: 354-359, (in Chinese) [7] JuyunYuan, Jiangu Qian, Hongming Zhang, Fayun Liang.

A road slope stability analysis Anji Yu1, a,Jie Liu*,2,b,Dongdong Yang3,c,Huafeng Cao4,d,and Xiaopei Yang5,e 1Civil Engineering and Architecture Institute,China Three Gorges University, Yichang,hubei, China 2China Three Gorges University, Yichang,hubei, China 3Civil Engineering and Architecture Institute, China Three Gorges University, Yichang,hubei, China 4Civil Engineering and Architecture Institute, China Three Gorges University, Yichang,hubei, China 5Civil Engineering and Architecture Institute, China Three Gorges University, Yichang,hubei, China *Corresponding author a403930606@qq.com, bliujiea@126.com, c849403517@qq.com,d1207743708@qq.com,e1016659096@qq.com Keywords:slope-stability, safety factor , plastic zone,model Abstract.
Under the slope is the general urban road,the destruction consequence is serious, and the safety grade for slope engineering is two.
Advances in water science, 2009, 29 (01): 12 - 15. ( In Chinese) [2]Jinchuan Hu, YongliXie, Wensheng Wang.Chinese Journal of Rock Mechanics andEngineering, 2010, 29 (S1): 23 - 25.( In Chinese) [3]Haiming Chen, Qiangkang Gu.Subgrade Engineering, 2010, (6): 145 - 146.( In Chinese) [4]Weihua Yu, Haihong Mo.
Guangdong Architecture and Civil Engineering, 2010, (07): 41 - 43.( In Chinese) [5]Ye Shen .
Engineering Technology, 2011, 11: 23 - 25.( In Chinese)

Numerical simulation of effect of fracture distribution on failure mechanism of tunnel Ryonghyon HWANG1, 2,a, Tianhong YANG1, b，Qinglei YU1,c and Peitao Wang1,d 1 College of Resources and Civil Engineering, Northeastern University, Shenyang 11004, DR China 2 Department of Mining Engineering, Kimchaek University of Technology, Pyongyang 999093, DPR Korea ahwangryonghyon@126.com, byangtianhong@126.com,cyuqinglei@mail.neu.edu.cn, dwangpeitao_neu@126.com Keywords: RFPA2D, Monte Carlo, numerical simulation, fracture, stability, tunnel.
Introduction The fractured rock mass is a kind of complex medium which is widely met in engineering such as hydrogeology, traffic, mining engineering and so on.
References [1] L.Jing: A review of techniques，advances and outstanding issues in numerical modeling for rock mechanics and rock engineering, Int J Rock Mech &Min Sci, Vol.40(2003), p.283-353
[2] X.L.Liu，E.Z.Wang，S.J.Wang: Fine structure description for fractured mass and numerical test on its engineering properties, Chinese Journal of Rock Mechanics and Engineering Vol.27(2008 ), p.3935-3940 [3] W.Liao, H.Q.Xu, G.Y.Liu: Study on tunnel stability due to discontinuities in rock mass, Safety and Environmental Engineering, Vol.11(2004), p.65-67(China) [4] L.M.Wang, J.Zhao, D.L.Wan: Numerical analysis of influencing factors in stability of cracked surrounding rock o f a laneway, Rock and Soil Mechanics, Vol.26(2005), p.1555-1569 (China) [5] Y.B.Yin, A.B.Li, J.P.Yuan: CAE technique for two dimension network simulation of rock mass structural plane, Mining Technology, Vol.6(2006), p.19-22 (China) [7] Terry Engelder: Fracture mechanics of rock, (London, Academic press inc. 1987) [8] Mohamed T.S.

Probability Statistical Model and Network Simulation Technology of Random Fractured Rock Mass Chunxiu Han1,2,a, Donghua Zhou2,b, Wenyuan Liao2,c, Xu Chen2,d, Longqi Li2,e, Kaicheng Yao2,f 1Architectural Engineering Faculty, Kunming Metallurgy College, Kunming 650033, Yunnan, China; 2Faculty of Civil Engineering, Kunming University of Science and Technology, Kunming 650504, Yunnan, China 3Yunnan TST Engineering Examination Co., Ltd., Kunming, Yunnan, 650000, China a593416010@qq.com, bstahlverbundbau@yahoo.com.cn, c373537671@qq.com, dxuchen_22@163.com, elilongqiqingdao@sina.com, f765304571@qq.com Keywords: fractured rock mass, statistical analysis, probabilistic model, network simulation Abstract.
Hence researching distribution features of fractured rock mass is of great engineering significance, is also rock force frontier and hot topic.
Therefore, fracture network diagram is the basic work for the security of engineering.
The complex rock mass structure fine description and its engineering applications[M].
Rock hydraulics and engineering[M].

Application of Surfer in Quality Inspection of Waterway Dredging Zhang Hao, Shen Yitao, Wu Beibei and Zhu Ding College of Civil Engineering and Architecture, Zhejiang university of technology, Hangzhou, China e-mail: zhanghao@zjut.edu.cn Keywords-GPS; coordinate transformation; earthwork calculation; error analysis; 3D visualization Abstract—GPSRTK and depth sounder technology provides a foundation for outdoor digital sampling of waterway dredging quality inspection.
We gathered the data under the Standard for Quality Inspection of Port and Waterway Engineering Construction.
The case study shows that Surfer’s volume calculation error is far lower than the 3% relative error of National Engineering Standard.
The reliability of Surfer’s volume calculation in engineering field is proved.
He, “Deviation analysis of earthwork calculation with error propagation law”, [J].Journal of Railway Science and Engineering, 2009, 1pp. 69-73

Arcades City : Early-modern City Planning Practice of Wuzhou Ji Li1,2,a, Baihao Li1,3,b ,and Li Lin4,c 1School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan, China 2Civil Engineering College, Guilin University of Technology, Guilin, China 3School of Architecture, Southeast University, Nanjing, China 4Guilin Institute of Architectural Design and Research acandygug007@163.com, blibaihaowh@sina.com，Clin18466@163.com Keywords: Chinese early-modern city planning; Wuzhou ; historic city regeneration Abstract.
In 1922, the Government of Wuzhou Municipal Engineering has established, which was the first city started the construction of early-modern urban planning in Guangxi.
Table 1 Practices and Characteristics of Early-modern Urban Construction in Wuzhou Period Time Planning and Construction Activities Relevant Person/Agency Main Content Remark The Period of Ports opening and Planning Preparation 1897.6 Wuzhou port opened Signed Attachment of Arising Treaty from Myanmar Foreign Customs 1897 Consulate established By British On the white Crane Montain 1900.11 Wuzhou Government Customs incorporate into the Foreign Customs 1902 the Police Administration set up Police agencies The Period of Municipal Planning and Comprehensive Transformation the old city 1911.11 Wuzhou independence Liu Jue Temporary Military Government 1912.5.19 Prefecture established Lu Rongting Mo Rongxin as Governor Old Clique 1915 Wu Zhou electric Light Company Power Plant founded in 1919 1921.10.8 City Hall established Dai Ensai Northern Expedition Canceled in 1922 1922.2 Municipal Engineering Department He Yanging Municipal Construction began Canceled in 1924 1923 Transformation
Table 2 Cost for Road Construction Building in Wuzhou Levy section Beginning and ending section Each section of distance Each section of levy The first section of the levy The road to deep20% 20% 50% The second section of the levy Deep20%-40% 20% 20% The third section of the levy Deep40%-70% 30% 20% The fourth section of the levy Deep70%-100% 30% 10% From: Introduction to Municipal Engineering Fig. 3.
[6] Shen Yi, in: Introduction to Municipal Engineering in Chinese, edtied by Commercial Press, Beijing(1933), in press