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A Constitutive Model of Anchored Jointed Rock Mass and Its Application Xiaojing Li1, a, Weimin Yang 2∗, b , Weishen Zhu 2, c , Shucai Li2, d , Aihua Sun 1, e 1 School of Civil Engineering of Shandong Jianzhu University, 250101, Jinan, P.R. of China 2 Geotechnical and structural engineering research center of Shandong University, Jinan, 250061, P.R. of China a li8021@163.com, bweimin-yang@163.com, czhuw@sdu.edu.cn, dlishucai@sdu.edu.cn, e sah6@163.com Keywords: bolt; anchored jointed rock mass; constitutive model; damage evolution equation.
This kind of rock mass were distributed widely in the rock engineering, such as the underground engineering of hydroelectric power station, the slope engineering and the tunnel.
The engineering experience showed that the failure of rock engineering was for the propagation and coalescence of the crack which was under the environment agency.
Chinese Journal of Rock Mechanics and Engineering (2004) 3281-3287
Journal of Shandong University (Engineering Science)(2004) 111-116.

Medium to long term engineering properties and performance of high-strength Geopolymers for structural applications Kwesi Sagoe–Crentsil, Trevor Brown and Shiqin Yan CSIRO Materials Science and Engineering PO Box 56, Highett, Victoria 3190, Australia Kwesi.Sagoe-Crentsil@csiro.au Keywords: Geopolymer, fly ash, permeability, performance, concrete Abstract.
The medium to long term engineering performance of high-strength geopolymer concrete systems are largely dependent on fluid ingress and the transport phenomena that govern permeability of structural members exposed to aggressive environments.
The Paper examines global implications of increased permeability and key durability parameters such as chloride diffusion, carbonation rates and steel reinforcement corrosion on long-term engineering and durability performance.
Introduction The durability and long-term engineering performance of ordinary Portland cement(OPC) concrete can be normally assessed by measurement of fluid transport parameters such as permeability and gas diffusion[1,2].
Build Struct Inst Civil Eng 1993;99, 1.74-83

An Analysis on Water-saving Potential in Central and Northern Part of Ningxia Juping Zhang1,2,3,a, Cheng Yang1,b 1School of Civil and Hydropower Engineering, Ningxia University 2Project Research Center of China Ministry of Education on Utilization of Water Resources for Agricultural Purposes in the Dry Areas 3Ningxia Research Center on Technology of Water-Conservation Irrigation and Control of Water Resources Utilization 489 Rd.
In this paper, it mainly analyzes the water saving potential of the engineering saving measures.
Calculation of water saving potential of engineering measures.
The reduced total water consumption, which is the water-saving potential after engineering measures to implement is 157.2 m3, is shown in Table 2.
The reduced total water consumption of water saving potential is 157.2 m3 after the implementation of engineering measures.

Method of high-precision calculation on the linear parameters for the stay-cable of the cable-stayed bridge Xi Li, Tingting Cai School of civil Engineering & Architecture, Chongqing Jiaotong University, Chongqing 400074, China lixi514@126.com Keywords: stay-cable, parameter, high-precision, method of calculate, single variable solve Abstract.
From the cable-stayed the basic linetype equations,the cable-stayed parameter of engineering application value are derived.
But these methods are quite complex, and they were not applicable for the engineering application because the computer hadn’t been universally used.
Though this method can meet the requirements of some engineering applications, its scope of application is after all limited.
This is characterized by high calculation accuracy and convenient use, and this provides a new method for engineering design.

Effect of Type of Fiber on Inter-Layer Bond and Flexural Strengths of Extrusion-Based 3D Printed Geopolymer Behzad Nematollahi1,a, Ming Xia2,b, Jay Sanjayan3,c and Praful Vijay4,d 1,2,3Center for Sustainable Infrastructure, Faculty of Science, Engineering and Technology, Swinburne University of Technology, Melbourne, Australia 4Institute of Construction Materials, Faculty of Civil Engineering, TU Dresden, Dresden, Germany abnematollahi@swin.edu.au, bmxia@swin.edu.au, cjsanjayan@swin.edu.au, dpraful.vijay@tu-dresden.de Keywords: 3D concrete printing, Additive manufacturing, Extrusion, Geopolymer, Fiber, Inter-layer bond strength, Flexural strength.
Archives of Civil and Mechanical Engineering, 17(1) (2017) 55-64
Archives of Civil and Mechanical Engineering, 17(3) (2017) 555-63

Durability Experimental Method of RC Components Strengthened with FRP in Hot-Wet Environment Hao Zhou1,a*, Peiyan Huang1,2,b*, Guang Qin1, Demin Wei1 1 School of Civil Engineering and Transportation, South China University of Technology, Guangzhou, China; 2 State Key Laboratory of Subtropical Building Science, South China University of Technology, Guangzhou, China ahaovic@qq.com, bpyhuang@scut.edu.cn Keywords: environmental fatigue; durability; experimental method; coupling/interaction; fibre reinforced polymer (FRP) Abstract.
Introduction With the extensive application of strengthening technology using fibre reinforced polymer (FRP) for reinforced concrete (RC) structures, durability of the structures strengthened with FRP increasingly attracted researchers’ attention [1-3] and became one of the most concerned engineering problems.
It should be noted that dimensions of the specimens above were referenced to the recommendations of the Japanese Society of Civil Engineering and determined according to test conditions of this project team.
Journal of Materials in Civil Engineering, 2013. doi:10.1061/(ASCE)MT.1943-5533.0001008

Performances of Sandy Soil Stabilization with Fiber and Cement Yuqing Yuan1,a, Tao Guo1,b, Xuechan Li2,c and Wei Li1,d 1School of Civil Engineering and Architecture, Henan University, Kaifeng 475004, China. 2College of Philosophy and Public Administration, Henan University, Kaifeng 475004,China ayuanyq@126.com, bzhulin356@yahoo.com.cn,cyroad@126.com,d250315995@qq.com Keywords: road engineering; sandy soil stabilization; polypropylene fiber; unconfined compressive strength.
Introduction The soil in Yellow River flooded area of Eastern Henan in center China is a kind of specific soil, soft and powdery when it is dry, high underground water level, large moisture content, low load-carrying capacity, hard to compact, easy to deform after vibration particles moving, bad engineering properties.
Aiming to silty soil of the Yellow River flooded area, the influence of polypropylene fiber on soil stabilization with cement was studied, which provides good references to engineering practices.
Experiment Design In line with the relevant Chinese regulations of Test Methods of Materials Stabilized with Inorganic Binders for Highway Engineering (JTG E51-2009), test blocks were made with a dimension of Φ 50 × 50 mm.
Wang, Experimental study on fiber cement stabilized soil used in road subbase, Subgrade Engineering, 2 (2009) 143-144.

Quantification of Stress Field for Mixed Mode Creep Crack Considering Mismatch Effect Junhui Zhang1, Yanwei Dai2* 1 School of Civil Engineering, North China University of Technology, Beijing, China 2 Department of Engineering Mechanics, AML, Tsinghua University, Beijing, China 1jow-jason@139.com, 2daiyw13@mails.tsinghua.edu.cn Keywords: Creep crack tip stress field; Mixed mode; Mismatch effect; Creep crack.
Engineering Fracture Mechanics. 2001;68:163-82
Engineering Fracture Mechanics. 2001;68:183-99
Engineering Fracture Mechanics. 2013;105:169-81
Engineering Fracture Mechanics. 1996;53:607-23

In this paper, based on the author of many years engineering practice, analyzes and discusses the common problem in the application of high strength static pressure concrete pipe pile.
Fully recognized and respected by the civil engineering.
Under the condition of this may occur following phenomenon and accidents: ① In the process of through hard interlayer Pile body concrete may produce fatigue failure. ② Some pile can enter hard interlayer others may can't, this condition cause the Pile bearing layer and pile length difference at the some caps. ③ It’s difficult to accuracy estimate the actual length of pile, easy to cause send pile  too long or too deep longer as the result of pile need breaking,  deeper pile need  filling , so lead to the engineering cost increase.
Both consider the quality and safety of pile foundation engineering at some time need to consider economic factors.
Conclusions The pile foundation engineering is one of the geotechnical engineering technologies which have the feature of high experiential and regional.

The temple constitutes one of the most famous ancient temples dedicated to Apollon, built in (420-410 BC) by Iktinos, the same civil engineer who previously created Parthenon.