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Influence of Graduation on Road Performance of Fibers-reinforced Asphalt Pavement ZHU Fenga, GUO Dedongb Civil Engineering Department, Shandong Jiaotong University, P.R.China, 250023 aEastpillar@qq.com,bandymaker@qq.com Keywords: Asphalt Pavement; Road Performance; Fiber; Graduation Type; High Temperature Property; Water Stability Property Abstract.

The Dependence of Mold on the Relative Humidity in Different Types of Materials RÁCOVÁ Zuzana 1, a, * and RYPAROVÁ Pavla 1, b 1 Czech Technical University in Prague, Faculty of Civil Engineering, Thákurova 7, 166 29 Prague, Czech Republic a zuzana.racova@fsv.cvut.cz, b pavla.ryparova@fsv.cvut.cz Keywords: Mold; Wood; Gypsum Board; Relative Humidity; Mold Cultivation; Building Materials.

Influence of Dispersed Reinforcement on the Physico-Mechanical Properties of the SFRC KOMÁRKOVÁ Tereza1,a*, LÁNÍK Jaromír2,b, DVOŘÁK Petr3,c 1,2Faculty of Civil Engineering, Brno University of Technology, Veveří 95, Brno, Czech Republic 3Faculty of Military Technology, University of Defence, Kounicova 65, Brno, Czech Republic akomarkova.t@fce.vutbr.cz, bláník.j@fce.vutbr.cz, cpetr.dvorak@unob.cz Keywords: Steel fiber reinforced concrete, working diagram, residual tensile strength of fiber concrete.

What’s more, the destruction of landslide and the handling of talus slope impact on the natural environment and engineering.
Engineering analogy method: Engineering analogy method is the use of existing natural or artificial accumulation slope stability and its influencing factors and Applied to a similar evaluation and design work of accumulation slope’s stability.
Xi 'an: xi 'an university of science and technology [26] Yingren Zheng,Shangyi Zhao, limit analysis finite element method (fem) in geotechnical engineering and its application [J], journal of civil engineering, 2005, 38 (1) : 91-104 [27] Daping Shang, slip line method to solve the problem of ultimate bearing capacity of some progress [J], journal of geotechnical engineering, 1998, 20 (4) : 26-29 [28] Yiwen Zhu,Chunqiu Wu,Yuanqi,Cai based on the theory of slip line field method of determining the critical slip surface of slope [J], journal of rock mechanics and engineering, 2005, 24 (15) : 2609-2616 [29] Wei Li,Zhengzhou Chen,Lili Deng,Xiaopeng Deng, rock high slope stability by finite element analysis, journal of east China institute of technology, 2004, 21 (7) : 65-68 [30] Jiliang Zhu,Runqiu Huang, a hydropower station dam deposit before and the stability of three-dimensional numerical simulation analysis [J].
Rock and soil mechanics, 2005, 26 (8) : 1318-1322 [31] Weishen Zhu,Yujun Zhang,Xiangbo Qiu, xiaowan dam deposit before and three dimensional finite element analysis [J], journal of rock mechanics and engineering, 2000, 12 (4) : 459 ~ 463 [32] Zhifa Yang,YanJun Shang,Ying Liu, the study of geotechnical engineering analogy method, journal of engineering geology, 1997, 5 (4) : 300-305 [33] Xiatin Feng,Yongjia Wang, artificial intelligence application in the slope engineering rock mass in mines, chemical mining technology, 1995, 24 (1) : 1-3 [34] Qing,Miao SMR stability classification method in the application of dachaoshan hydropower station, hydroelectric power, 2001, 12:23-25 [35] Dehong Peng, introduction to slope stability analysis method [J], Shanghai geology, 2005 (3) : 44-47 [36] Hongbo Xin,Yuqing Wang.
Journal of geotechnical engineering, 1999, 21 (5) : 591-594

Evaluation of Lime Treated Oil Contaminated Soils for Use in Waste Containment Applications Ijimdiya, Thomas Stephen Department of Civil Engineering, Ahmadu Bello University, Zaria.
Journal of Transportation Engineering.
Journal of Transportation Engineering.
Engineering Geology, 11, 100 – 125
Institute of Highway Engineering, 11, 2 – 9

School of Territorial Resource Engineering, Kuming University of Technology, China; 2.
School of Architecture and Civil Engineering, Wuhan University of Technology, China azclky78@163.com, bxinpingli@whut.edu.cn Keywords: Optimization of blasting parameters; rock beam; underground workshop Abstract: The optimum model for blasting parameters of anchoring rock beam is established and its blasting parameters are optimized by making use of a strong mapped function of the neural networks technology with the typical samples of other practical smooth blasting parameters.
It is aimed at minimizing the dimension as possible while satisfying engineering requirement.
Recently, artificial nervous network with the function of associative memory, self-organization, self-adapting, learning ability and dealing with nonlinear engineering problem is widely applied in rock and soil engineering fields.
Thus, the optimization blasting parameters with BP network design can be used to excavate in the coming anchoring rock beam in the main factory and similar engineering, which is completely possible for reducing in-site blasting experiment in blasting engineering.

Fig 2 Planar graph of stage bin Engineering geological and hydrogeological characteristics.
In the foundation pit engineering, the slope engineering and geological hazards prevention engineering, soil arching effect in the horizontal direction can be observed obviously [10-11].
Zhuang: On Arch Effect in Civil Engineering.
Chinese Journal of Geotechnical Engineering.
Journal of Geotechnical Engineering.

Therefore, further studying on crack expansion mechanism of rock containing flaws is of great significance for engineering design and engineering disaster prevention and mitigation.
Rock Mechanics and Rock Engineering, 2012, 45(4): 563–582
Chinese Journal of Rock Mechanics and Engineering, 2007, 26(3): 484-492.
Chinese Journal of Rock Mechanics and Engineering,2011, 30(6): 1198-1206.
Journal of Mining & Safety Engineering, 2012, 29(5): 719-724.

The Combined Guiding Hole Technology of Large Diameter DTH Hammer and Long Screw-pile Driver Qi Xia Liu1,2,a, Liang Fan1,2,b 1School of Civil Engineering and Architecture, Wuhan University of Technology Hubei Wuhan China, 2Civil Engineering and Architecture College, Henan University of Technology Henan Zhengzhou China aliuqixia65@163.com, bfliangxx@126.com Keywords: DTH Hammer; Long spiral; Compound drilling tool; Technology of guiding hole Abstract.
At present, DTH hammer drilling has been widely used in geotechnical engineering investigation, geotechnical engineering, geological exploration, hydrology, wells, etc.
Precast piles embedded engineering methods.
Exploration Engineering(Rock & Soil Drilling and Tunneling).2012.1.
Exploration Engineering(Rock & Soil Drilling and Tunneling).2010.5.

Civil, Unisinos, Av.
Teixeira, Évolution biochimique des résidus de désencrage dans un contexte de valorisation comme barrière de recouvrement, PhD thesis, Département de génie civil, Université de Sherbrooke, Québec, 2001, p. 195
Caponero, Behavior of phosphate sludge in the production of Portland cement clinker, MSc thesis, Metallurgic and Material Engineering, Escola Politécnica, São Paulo, SP, Brazil, 1999, p. 116.