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China ahongchen82@126.com,bzhoubiao666@126.com cbingshanhuk@163.com,dzhuhuifang66@126.com eguoyanyong11@126.com Keywords: Traffic Engineering, Road Network Capacity, Space and Time Consumption method, Bi-level Programming Model Abstract.
Journal of Engineering Management, 2007, 6(3):38-42
Traffic Engineering and Control, 1996, 8: 455-458
Transaction of Japan Society of Civil Engineers, 1972, 205:147-150
Traffic Engineering and Control, 1996, 8: 455-458

Model Tests on Force Characteristics of Reinforced Retaining Wall Hongbo Zhang1, 2,a, Jianqing Wu1, 2,b Yingyong Li 3,Xiuguang Song1, 2 and Zhichao Xue3 1School of Civil Engineering, Shandong University,Jinan,250061,China 2 Subgrade Security Engineering Research Center of Shandong Province ,Jinan,250061,China 3 Shandong Provincial Communications Department,Jinan,250012,China azhanghongbo@sdu.edu.cn, bwujianqing88@126.com Keywords: road engineering, mechanics characteristic, model test, reinforced retaining wall, soil pressure Abstract:The recent research and development of the reinforced retaining wall is composed of cantilevered reinforced concrete retaining walls which symmetric set on both sides of subgrade and through roadbed width of counter-pulled anchors.
Chinese Journal of geotechnical engineering (2007), 29(5):717-722
Geotechnical Engineering Technique Vol.19 (2005)

Analysis and Testing of Dynamic Characteristics of Xinguang Bridge Yufeng Xu1,2, a 1 School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510640, China 2 State Key Laboratory of Subtropical Building Science, South China University of Technology, Guangzhou 510640, China a Xuyf@scut.edu.cn Keywords: Xinguang Bridge; Steel-Truss Arch Bridge; Dynamic Characteristic; Finite Element Analysis; Dynamic Testing Abstract.
Taking Xinguang Bridge as the engineering background, the way of model establishment for the dynamic characteristics analysis according to the features of Xinguang Bridge is presented.
Taking Xinguang Bridge as the engineering background, the way of model establishment for the dynamic characteristics analysis according to the features of Xinguang Bridge is presented.
Taking Xinguang Bridge as the engineering background, the way of model establishment for the dynamic characteristics analysis according to the features of Xinguang Bridge is presented.
[2] Cheng Su, Lin Tan, Yufeng Xu, The application of API technology in the FE simulation analysis of large bridge construction process [J].Highway transportation technology, 2008, (11): 110-113 [3] Guangzhou Quality Inspection Center of Municipal Engineering.

It indicates that the method can come to the engineering precision.
Journal of Microcomputers in Civil Engineering 11, 59–66
Engineering Geology 71, 289–302
Engineering Geology 97 (3–4), 171–191
Engineering Geology 80, 302–315

Wave Motion Numerical Simulation of Artificial Boundary Conditions and its Application in Finite Element Software Qiang Pei 1,a , Shuang Wu 1,b 1Dalian University R&D Center of the Civil Engineering Technology, Liaoning Dalian 116622, China apqiem@163.com,b 892178939@qq.com Keywords: wave motion; artificial boundary; visco-elastic artificial boundary.
Engineering mechanics, 2006,23(9):114-119
Journal of Engineering Mechanics, ASCE,1994, 120 (1):25~42
Chinese Journal of Geotechnical Engineering, 2006, 28(9):1071-1075
Engineering mechanics, 2002,19(3):34-38

The Basic Problems about Fully-Mechanized Top-coal Caving System LENG Xinjia1,a,LI Erqiang2,b,LIU Jiawei2,c, LI Wenguo1,d 1China Mine Import and Export Corporation, Beijing 100011, China 2School of Mechanics and Civil Engineering, China University of Mining and Technology(Beijing), Beijing 100083, China alengxinjia@163.com, blerqiang@163.com, cljwlove1221@126.com, , dliuyang@yahoo.cn Keywords: Fully-mechanized top-coal caving system, Stability, Structure, Function, inner-outer environment, Feedback Abstract: The fully mechanized top-coal caving System is a large scale complex system.
Through the thorough research, the basic theory of fully mechanized top-coal caving will be consummated, the stability and reliability of the system will be worked over by systems engineering, and the complex problems of equipment-selection and surround rock-displace which involved of many factors will be resolved.
Fully-mechanized top-coal caving mining investment in the equipment is much, the environment is complex, therefore, it is necessary to make fully-mechanized top-coal caving mining as a large-scale complex systems to study which using systems engineering approach.
It including a variety of tectonic movement, loads, as well as engineering disturbance.
Liaoning Engineering Technology University(Natural Sciences). 2001, P. 239-240（In Chinese） [2] WANG Laigui, HUANG Runqiu, in: Dynamic stability of rock mechanicsand its application.

It took large span reticulated shell for example, chose EL-centro wave to carry on the spectrum analysis and time history analysis with direct integral method, studied the deformation capacity and destruction features of structure under rare earthquake of magnitude of 8, and put forward the seismic performance’s related measures and suggestions in elasto-plastic analysis of the large span reticulated shell under multi-support excitations for the actual engineering reference in design.
Therefore, the condition of seismic wave should be the same as the actual conditions in engineering at these aspects of the characteristic of spectrum, the effective peak and the time of duration.
Example analysis One engineering project as follows: A single-layer of long-span spatial reticulated shell structure, its span is 40 meters and vector height is 8 meters.
Mechanics 2010.7 [2] Yan Xiaoming Chen Zhiqiang Jun Biao imitation Wang Chuanjia Wang Qingyang Zhang Jin Wang Xiuxi Redevelop research on the elastic-plastic time-history analysis methods [J] Shenzhen architecture and civil engineering [3] Fan Ke, Experiment research and Theoretical Analysis on Muti-support and Multi-dimensional Earthquake of large span structures [D] Beijing University of Technology 2008 [4] WANG Xu, SHAO Xin-gang, Research on seismic response analysis of steel frames[J] Journal of Hebei University of Engineering(Natural Science Edition) 2009(01)100-101
[8] Ding Yang, Lin Wei, LI Zhong-xian, Non-stationary random seismic analysis of large-span spatial structures under multi-support and multi-dimensional earthquake excitations [J].Engineering mechanics, 2007(03)97-103.

The E/M impedance method is on the one hand side cheap and comparatively simple in use and on the other hand side shown, e.g. by Giurgiutiu [2, 3, 4, 5, 6], to be able to monitor damages in simple structures up to level 3.spoiler Fig. 1: Composite spoiler of Airbus A-340 The main motivation of the present work is to investigate the E/M impedance method as a possible SHM method for the detection of face layer debonding in composite sandwich structures like e.g. the spoiler of a large civil aircraft shown in Fig. 1.
Rytter, Vibration based inspection of Civil Engineering (PhD-Thesis), Department of Building Technology and Structural Engineering, Aalborg University, Denmark, 1993
Schagerl, Evaluation of the E/M Impedance Method as a SHM Technique for Large Civil Aircraft Spoilers: Analytical, Numerical and Experimental Studies Performed with Simple Structures, Structural Health Monitoring 2015 - System Reliability for Verification and Implementation Volume 1 (2015) pp. 723-731
Inman, Structural health monitoring using piezoelectric impedance measurements, Philosophical Transactions of the Royal Society of London A: Mathematical, Physical and Engineering Sciences 365.1851 (2007) pp. 373-392

Experimental Analysis of Bio-Cementation Effectiveness on Silica Sand with Varying Initial Water Content Sifra Dovanka Trista Wewengkang1,a*, Rangga Adiprima Sudisman2,b, Aulia Afifatuz Zulfah1,c and Arlyn Aristo Cikmit1,d 1Civil Engineering Study Program, Faculty of Infrastructure Planning, Universitas Pertamina, South Jakarta, DKI Jakarta, Indonesia, 12220 2Geotechnical Engineering Research Group, Faculty of Civil and Environmental Engineering, Institut Teknologi Bandung, Bandung, West Java, Indonesia, 40132 a104120008@student.universitaspertamina.ac.id, brangga.sudisman@itb.ac.id, c104120045@student.universitaspertamina.ac.id, darlyn.aristo@universitaspertamina.ac.id Keywords: Bio-cementation, Calcium Carbonate, Initial Water Content, Silica Sand, Soil Improvement.
Civil Eng. (2014) 1-15
Zheng, Review of the Factors that Influence on the Microbial Induced Calcite Precipitation, Civil Environ.

Kastornykh, Using apparatus with vortex layer of ferromagnetic particles for production of unburnt synthanite, MATEC Web of Conferences XXVII R-S-P Seminar 2018, Theoretical Foundation of Civil Engineering, 196 (2018) 04053.
Faculty of Civil Engineering: Materials of a scientific and practical conference.
Rostov-on-Don: Rostov State Academy of Civil Engineering, (1994) pp. 87-92