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Deposit Slope Failure Analysis and Prestressing Loss Study of Anchorage Cable Desheng Zhang1,a, Shiyong Wu2,b 1School of Architecture & Civil Engineering, Anhui University of Science & Technology, Huainan, Anhui, 232001, China 2School of Earth & Environment, Anhui University of Science & Technology, Huainan, Anhui, 232001, China azhangdesheng7412@tom.com, bshywu@aust.edu.cn Keywords: deposit, slope failure, anchorage cable, prestressing loss Abstract.
Geotechnical Engineering World, Vol. 8, No.10 (2005), p. 62-65
Geological Mechanics Basis of Rock body Engineering. ( Science Press, Beijing 1979)
Rock Mechanics and Engineering, ( Science Press, Beijing 2002)
Roadbed Engineering, No.1 (2008), p. 198-199

Beijing 100024, China 2 China Jingye Engineering Co.
As a new type of waterproof materials, its unique advantage and price decline, it has been widely used in industrial and civil buildings, and the remarkable economic benefits and social benefits has been achieved in past few years.
CCCW is suitable for construction projects of cement concrete impermeability and waterproof engineering, such as underground concrete structure, subway, tunnel, treatment tank.

This kind of association results in an interesting composite material for geotechnical engineering applications.
Presently, variety of materials with different shapes and techniques are used in civil engineering applications.
Pasa, Engineering behavior of a sand reinforced with plastic waste.
J. of Geotechnical and Geoenvironmental Engineering, 128 (2002) 462–472
Webster, Engineering properties of sand-fiber mixtures for road construction, Journal of Geotechnical and Geoenvironmental Engineering, 127 (2001) 258-268

The application research on underwater riprap recognition using high-density resistivity method Yu Jinhuang1, 2,a, Wang Qiang3,b and Jiang Fuyu4,c 1 Hefei University of Technology, School of Civil Engineering, Hefei, China 2 Anhui province water conservancy science research institute of ministry of water resources of huaihe water conservancy commission, Bengbu, China 3 Construction and management of ministry of water resources of huaihe water conservancy commission, Bengbu, China 4 Hohai University, School of Earth Sciences and Engineering, Nanjing, China ayjh7989@163.com, b jjjwq@hrc.gov.cn, cjiangfy@hhu.edu.cn Keywords: high density resistivity method, riprap, forward calculation, inversion, small subdomain filtering.
We established a typical ripped-rock revetment engineering geoelectric model based the resistivity difference of ripped-rock and its surrounding rock.
It is necessary to check the size of the riprap during the construction of the ripped-rock revetment engineering because of the need of engineering quality inspection and measurement and also its quality and safety during operational.
Research on underground rock mass engineering hazard radar detecting and control[D], Central south university Ph.D.
Geotechnical engineering handbook[M].China building industry press, 1997

Study on Mechanism of Slope Instability With Weak Interlayer Yunfei Wang1, a, Fuping Zhong2, Huaibao Chu1 and Liping Wang1 1School of Civil Engineering Henan Polytechnic University Jiaozuo Henan 454000 China 2School of Safe Science and Engineering Henan Polytechnic University Jiaozuo Henan 454000 China awyf_ustb@126.com Keywords: Slope, Weak interlayer, Failure mechanism Abstract.
However, owing to the complicated geological conditions, the significant difference between the actual engineering, the physical and mechanical parameters has some difference even the same rock mass in different engineering, the property of weak interlayer is different in different engineering, so must carry out specific analysis for the actual engineering.
[4] Jianjun Zhao, Runqiu Yang, Nengpan Ju, et al: Journal of Engineering Geology Vol. 14(2006), p. 743-746, in Chinese
[7] Dingli Zhang, Yuehan Wang, Tianzhi Qu: Chinese Journal of Rock Mechanics and Engineering Vol. 19(2000), p. 140-144, in Chinese
[9] Yonghong Zhao, Zhentao Yang: Chinese Journal of Rock Mechanics and Engineering Vol. 24(2005), p. 2350-2355, in Chinese

Random Variation of Soil Parameters on the Reliability of Slope Stability Haiyu Ge1, a, Jinsong Tu 1,b , Song Xia 1,c , Qingyun Ge 1,d 1 School  of Architecture and Civil Engineering, West Anhui University,Lu’an, Anhui 237012,China agehy@wxc.edu.cn, btjs0622@163.com, c xias @wxc.edu.cn, d gqy0919@126 com Key words: slope works, the Monte Carlo method, coefficient of variation, reliability.
Journal of Geotechnical Engineering Division, ASCE1977
Journal of Hydraulic Engineering, 2003, (1) :21-27.
Engineering Structural Reliability Analysis Method [M].
Geotechnical engineering, 2004,18 (5) :217-223.

Stone products are mainly used in civil engineering.

., DSc.1, a, Skiba Alice, PhD student 2, b 1,2,3,4,5 Moscow state university of civil engineering, 129337, Russia, Moscow, Yaroslavskoye shosse, 26 aginav@mgsu.ru, b a.vilinchuk@gmail.com Keywords: construction and investment project, regional development, development plan, the draft plan, the hierarchy of criteria, engineering infrastructure, economic efficiency, availability of transport.
When making choices in engineering infrastructure development it is necessary to estimate necessary to estimate prospective construction objects, as well as existing.
Criteria group К4 contains information on engineering geological conditions of using the territory, which are formed after the engineering-geological surveys and studying of conditions in the region of project construction.
There are different categories of complexity of engineering-geological surveys, due to the characteristics of thelocal topography (presence of slopes, gullies, pits, soil indicators).
Condition of the road network is described by the group criteria K9 and characterize a comprehensive analysis of engineering structures, which are designed for the propulsion of vehicles (year-round, continuous, convenient, and safe) with a certain load (determined by means of various quantitative criteria)and with established performance characteristics that should be maintained in all weather conditions, at any time of year.

Study on Crack Causes and Strengthening Measures of Large Span PC Continuous Box Girder Bridges Wei Peng a, Zhixiang Zha b Ningbo Institute of Technology, Zhejiang University, Ningbo 315100, China a pengw@nit.zju.edu.cn, b zhazx71@126.com, corresponding author Keywords: Box Girder; PC Bridges; FEM; Crack Causes; Strengthening Abstract: This template Based on cracks observation and finite element analysis of real engineering projects as well as bridge load test after reinforcement, causes and types of cracks in prestressed concrete box girder bridges and treating measurements are systematically studied.
Lots of treating measurements are presented in accordance with different types of cracks, some of them are applied to a reinforcement engineering of a long span pretressed concrete continuous box girder bridge with cracks.
(in Chinese) [5] Department of civil engineering Hunan University, China Highway Planning and Design Institute, Report of crack causes analysis of concrete bridges[R].1998.

Modulus of Elasticity of Schizolobium amazonicum Wood Evaluated by Transversal Vibration Technique Diego Henrique de Almeida1, a, Raquel Schmitt Cavalheiro1, b, Fabiane Salles Ferro1, c, Tiago Hendrigo de Almeida1, d, André Luis Christoforo2, e, Carlito Calil Junior1, f and Francisco Antonio Rocco Lahr1, g 1Wood and Timber Structures Laboratory (LaMEM), Department of Structures Engineering (SET), São Carlos Engineering School (EESC), São Paulo University (USP), Brazil 2Department of Engineering Civil (DECiv), São Carlos Federal University (UFSCar), Brazil aalmeidadh@usp.br, braquelschmitt@usp.br, cfsferro@usp.br, dtiago.hendrigo@gmail.com, ealchristoforo@yahoo.com.br, fcalil@sc.usp.br, gfrocco@sc.usp.br Keywords: Elasticity modulus; Transverse vibration technique; Timber structures.
(Master´s Dissertation, School Engineering of São Carlos, USP)
(Master´s Dissertation, School Engineering of São Carlos, USP)
(Master´s Dissertation, School Engineering of São Carlos, USP)
(Master´s Dissertation, School Engineering of São Carlos, USP)