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Research on Planning Method of Frontier Regional Road Network He Gao1, a, Zhi-yong Zhang2, b 1College of Civil Engineering, Northeast Forestry University, Harbin, 150040, China 2School of Traffic Science & Engineering, Harbin Institute of Technology, Harbin, 150090, China amrgaohe@163.com, b nmzzy3003gd@163.com Keywords: frontier region; road network planning; demand of combat readiness; military importance degree; simulated case.
Gradual-adjustment method can be adopted to the road network planning, or propose a regional program of road network by the method of mathematics and systems engineering, then combine the two ways as the initial program, make the traffic assignment, evaluate and adjust, until the program feasible.
There`re 15 nodes in a frontier region, including the civil nodes and the military nodes.
Tab. 1: The civil and military targets of each node in the frontier region after 10 years node Targets population (ten thousand) GDP (billion) total retail of consumer goods (billion) troops (person) heavy equipment (piece) military supplies reserved (104 tons) 1 62.84 242.93 152.5259 6615 1397 5.76 2 49.12 165.53 142.3248 3733 824 6.97 3 33.78 124.64 75.7292 4091 918 2.03 4 22.91 103.03 46.1246 2694 300 1.27 5 30.07 109.88 56.5948 473 111 2.97 6 22.44 106.50 60.2969 5452 1426 3.33 7 36.18 130.37 56.6118 3479 780 2.09 8 44.48 110.31 60.5462 3409 643 2.15 9 40.98 77.14 48.2135 751 138 1.18 10 21.14 103.68 50.1829 3063 566 2.67 11 20.53 38.33 21.9791 2717 542 0.55 12 9.58 22.12 14.3189 3712 754 2.24 13 43.78 76.13 84.0467 1961 613 1.85 14 41.06 76.02 49.7366 1529 272 1.79 15 55.16 198.98 126.8468 830 127 5.79 The traffic demand forecast in the frontier region.
(In Chinese) [5] Liege Hu, Liqin Cheng: Journal of Railway Science and Engineering.

The Impact of Sanur Harbor Development on Shoreline Changes at Sanur Beach Using Sentinel-2 Satellite Imagery Ni Nyoman Pujianiki1,a*, Gde Rai Putra Arya Simpangan1,b, Silvia Gabrina Tonyes1,c, Komang Gede Putra Airlangga1,d, I Nengah Simpen2,e and Muhammad Shazril Idris Bin Ibrahim3,f 1Department of Civil Engineering, Faculty of Engineering, Udayana University, Indonesia 2Departement of Physics, Faculty of Mathematics and Natural Sciences, Udayana University, Indonesia 3Department of Civil Engineering, Faculty of Engineering, University of Malaya, Malaysia apujianiki@civil.unud.ac.id, bputraarya_13@yahoo.com, cstonyes@unud.ac.id, dputra.airlangga@student.unud.ac.id, esimpen@unud.acid, fshazril.idris@um.edu.my Keywords: Shoreline change, Sentinel, Sanur Harbor.

Monotonic performance of lightweight concrete shear walls Xinlei Yanga, Hailiang Wangb, Quanchang Renc School of Civil Engineering, Tianjin Institute of Urban Construction, Tianjin 300384, China ayxl2@live.cn, bwhl148@live.cn, crenquanchang@126.com Keywords: lightweight concrete, shear wall, monotonic loading, failure mode.
Anderson, Engineering strucures, V.27, 2005, pp. 593-604 [3] Zhang Yizhou, Journal of Zhejiang University (Engineering Science), V.34, No. 3, 2000, pp.325-330 (in Chinese)

Experiment Techniques of Mechanical Properties of Brittle Materials with Pre-Existing Cracks Mingli Huanga, Xiu Yangb School of Civil Engineering, Beijing Jiaotong University, Beijing, China ahuang_mingli@126.com, byangxiubjtu@hotmail.com Keywords: Brittle materials; PMMA; fracture mechanics; 3D crack; Growth and coalescence Abstract.
[3] Guo Baohua: Chinese Journal of Rock Mechanics and Engineering, Vo1.28 Supp.2, 3391-3401, 2009
[4] Mingli Huang, Shanyong Wang, Wei Lu, Wancheng Zhu: Key Engineering Materials, Volumes 353 - 358, 1049-1052, 2007

Study on Semi-rigid roadbase material diseases damage Zhang-fengchun1，a 1 Jilin institute of architecture and civil engineering Changchun 130118 a email: zhangfengchun@jliae.edu.cn Keywords: semi-rigid base, pavement cracking, preventive measures.
References [1] Ministry of Communications, specifications for design of highway asphalt pavement JTG D50-2006 [S], People's Communications Press, 2006 [2] Deng Xuejun, Huang Xiaoming, Yang Jun, The Fatigue Regular of Semi-Rigid Base Course, Southeast University [j], 25, No. 1, January 1995: P94-99 [3] Ren Ruibo, Zhangying Liang, Jiang Yanling, Study on design solution to semi-rigid asphalt pavement with flexible base (grading macadam), Shandong Institute of Architecture and Engineering [J], 2005 .6, On the first 20, No. 2 P27 ~ 30 [4] Kai Chen, security Qian, in the Chinese, Feng Wei, The Finite Element Analysis of Perpetual Asphalt Concrete Pavements Based on Semi-Rigid Base, Shandong Institute of Architecture and Engineering [J], 2007 December, Volume 15 (4) P46 ~ 48 [5] Sha Qinglin, semi-rigid high-grade road surface, the People's Transportation Press, 1993.2 [6] Jian-Wen Jia, Discussion on Application of Modified Slurry Sealing Technology in Road Maintenance, Technology of Highway

Guo 1, 2 1 School of Mechanics & Electrical Engineering, CIT, Changzhou, 213002 2 College of Mechanics & Electrical Engineering, NUAA, Nanjing, 210016 a hongfeiyin@sina.com Keywords: honeycomb structure; large-scaled structure parts; stress; strain; finite element analysis Abstract.
Zhou: Journal of Architecture and Civil Engineering Vol.1 (2008), p.34 [3] Y.F.

Practical Method for Concrete Creep Calculation Based on ANSYS Junying Gea, Hao Zhangb College of Civil Engineering, Shijiazhuang Tiedao University, Shijiazhuang, 050043,China agejygejy@163.com, bsjzrizh@hotmail.com Keywords: Creep, ANSYS, Bridge Structure, Practical Method Abstract.
In this paper, the calculation method for creep is “Age-Adjusted Effective Modulus Method (AEMM)”, the method is suitable for programming on the calculation, and the accuracy can fully meet engineer needs.
Practical engineering problems are generally essential to meet the above conditions, it can be applied to the calculation of the actual bridge.

Application Study on Surface FBG Sensor in Structure Experiment Shunguo Li1,a , Qingmin Chen1, Hui Li2, Jian Zhu1 1Institute of Civil Engineering &Architecture, Wuhan University of Technology, Wuhan 430070, China 2.China No15 Metallurgical Construction Co Ltd, Huangshi, 435000,China alsgwh7176@126.com Key words: Surface FBG, Fiber sensor, Structure detection, Structure experiment Abstract: In the experiment of the behaviour of the connection between steel beam and concrete wall, surface FBG sensor and resistance strain gauge were located at the same measuring point of the flange girth of the steel beam.
In fact engineering, several surface FBG strain sensors are put on the measured structure surface in series to measure strain of points.
Second-order analysis and design of angle trusses Part II: Plastic analysis and design [J].Engineering Structures, 2008, 30(3): 626-631

Analysis on Crack Propagation of Roll by the Finite-element Xue You Zhao1, Zhi Chao Lang1, 2, Chun Feng Mao1, Wei Na Zhang1 1Architecture and Civil Engineering School, Inner Mongolia University of Science and technology, Baotou, 014010, China 2Great Wall Motor Ltd, Baoding 071100, China zhaoxueyou2011@163.com Keywords: Roll, Crack Propagation, The Finite-element Abstract: Roller is a main tool and consumption parts for steel rolling.
Practical engineering numerical simulation technology and its application in the practice of the ANSYS [M].
Xi'an.Northwestern Polytechnic University Press, 1999:30-36 [2] Tang Xinglun.The engineering application of tutorial about ANSYS [M].

Uniaxial compression creep prediction of asphalt mixture using the Eshelby equivalent inclusion method Jun Wu School of Mechanical &Electronic Engineering, Shanghai Second Polytechnic University, Shanghai 201209, PR China Sara198412@126.com Keywords: Asphalt mixture, Eshelby, micromechanics, uniaxial compression creep Abstract.
Introduction Asphalt mixture is widely used in pavement engineering, but in recent years a number of distresses take place in asphalt pavements.
Acknowledgements This work is supported by the Key Cultivating Academic Discipline Projects of Industrial Engineering of Shanghai Second Polytechnic University under Grant No.  
S., Elastic modulus prediction of asphalt concrete, J Mater Civil Eng, Vol. 11, 1999, 236-241