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A Study of Guide Rules and Genre Studies of Urban Underground Space Development from the Perspective of Compact City Jingwei Zhao College of Civil Engineering and Architecture, Shandong University of Science and Technology, Qingdao, Shandong 266510, China zjwzbt@126.com Key words: Compact, underground space, development, guide rules, genre Abstract.
References [1] Xueyuan Hou, Kun Liu: Chinese Journal of Underground Space and Engineering, 2005 (1), p. 7-10 (In Chinese) [2] Zhilong Chen,  Ping Zhang, Yubei Wang: Discussion on Prediction Methods of Underground Space Demanded Quantity in Urban Centers--A Case Study on Wuhan Wang Jiadun Central Business District, Planning for 50 Years--Proceedings of Annual National Planning Conference 2006: p. 618-621 (In Chinese) [3] Jing Yao, Xia Guo: Urban Planning International, 2007 (6), p. 102-107 (In Chinese) [4] Zejian Wang, Changyuan Tian: On the Issue of Underground Space Development and Utilization in Famous Historic and Cultural Cities, Paper Collection for 2009 International Forum of Urban Development and Planning: p. 129-131 (In Chinese) [5] Chenpeng Su, Yingshuang Ai: Low Temperature Architecture Technology, 2009 (1), p. 22-23 (In Chinese) [6] Gideon S. 
Golany, Toshio Ojima: Geo-Space Urban Design  (China Architecture & Building Press, China 2005) (In Chinese) [7] Chuanglin Fang, Weifeng Qi: Urban Planning Forum, 2007 (4), p. 65-70 (In Chinese) [8] Tao Wu, Zhilong Chen, Jinrong Xie: Chinese Journal of Underground Space and Engineering, 2006 (7), p. 1191-1195 (In Chinese) [9] Weiwu Sun:  Construction Materials & Decoration, 2007 (9), p. 30-32 (In Chinese) [10] Wenqing Wang: Urban Underground Space Planning and Design (Southeast University Press, China 2000) (In Chinese)

Mechanical and Microstructural Properties of Cement Paste Incorporating Nano Silica Particles with Various Specific Surface Areas Ali Reza Khaloo1, a, Asghar Gholizadeh Vayghan2, b, Mohammad Bolhasani3, c 1Department of Civil Engineering, Sharif University of Technology, Tehran, Azadi St., Iran. 2MS in Structural Engineering, Sharif University of Technology, Tehran, Azadi St, Iran. 3MS in Geotechnical Engineering, KNT University of Technology, Tehran, Mirdamad St, Iran.

The Research of Project Financing Supply and Demand Condition about Construction based on the Coordinate Development Shenghui Chen1, a, Huimin Li2, b, and Xin Ma3, c 1Civil Engineering College, Xi'an Univ. of Arch. & Tech., Xi’an 710055, China 2Civil Engineering College, Xi'an Univ. of Arch. & Tech., Xi’an 710055, China 3School of Civil Engineering, Chang’ an University, Xi’an 710061, China achenshenghui@hotmail.com, bLi_huimin2005@126.com, cmin1016xin@sohu.com Keywords: Construction Projects Financing, Decision-making System, the Coordinate Degree on Development Abstract.

The research on low-carbon technology application based on Ground source heat pump system Li Hongmin1, a, Lei Guang2 1School of Civil Engineering and Architecture, Wuhan Polytechnic University, Wuhan, China 2Wuhan Construction Engineering Co., Ltd, Wuhan, China alhm1013@163.com Keywords: ground source heat pump, low-carbon, shallow geothermal energy, energy saving Abstract.
Building Services Engineering Research and Technology, 1999. 20(3):119-129

Study on Bolt Support Technology for Large-Span Rectangular Coal Roadway Jinhua LI 1, a 1School of Architecture and Civil Engineering,Xi’an University of Science and Technology,Xi’an 710054,China anxljh@xust.edu.cn Keywords: large-span, coal roadway, bolt support,on-site monitoring Abstract.
Chinese Journal of Geotechnical Engineering, 2001.23(1):84~88 [8] Zhanhong Li, Hongdai Wang.
Monitoring technology for rock bolting engineering.Journal of China Coal Society,2000(25)：58~61

Stability Analysis of an Imperfect Slender Web Subjected to the Shear Load PSOTNY Martin1,a * 1Slovak University of Technology in Bratislava, Faculty of Civil Engineering, Department of Structural Mechanics, Radlinskeho 11, SK-810 05 Bratislava, Slovakia amartin.psotny@stuba.sk Keywords: stability, buckling, postbuckling, geometric nonlinear theory, initial imperfection Abstract.
Yang, Nonlinear Dynamic Analysis with 48 DOF Curved Thin Shell Element, International Journal for Numerical Methods in Engineering 22 (1985) 1115-1128
Ravinger, Post-Buckling Behaviour of Imperfect Slender Web, Engineering Mechanics Vol. 14, No. 6 (2007) 423-429

Shaking table tests on Chinese ancient tenon-mortise structure strengthened by iron hook Qian Zhou1,2,a, Weiming Yan1,b 1 Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit,Beijing University of Technology-China 2 Imperial Palace Museum-China azy_7225@yahoo.com.cn, byanwm@bjut.edu.cn Keywords: Tenon-Mortise Joint, Aseismic strengthening, Iron hook, Shaking table test, Chinese ancient building.
Xue: China Civil Engineering Journal Vol. 41 (2008),p. 28 (in Chinese) [4] Y.S.
Zhao: World Earthquake Engineering Vol. 24 (2008),p. 112 (in Chinese) [5] W.F.

Water-swelling rubber containing small amount of nanofillers with enhanced water swelling durability Wei Han 1, a, Youhong Tang 1, b 1 Centre for Nanoscale Science and Technology & Centre for Maritime Engineering, Control and Imaging, School of Computer Science, Engineering and Mathematics, Flinders University, Adelaide, South Australia 5042, Australia a allan.han1982@gmail.com, b youhong.tang@flinders.edu.au Keywords: Water-swelling rubber, nanofiller, swelling durability Abstract.
Introduction Water-swelling rubber (WSR) is a newly developed sealing material that has found broad applications in underwater construction, especially in tunnel, underground and civil engineering.

Research on defects of tunnel portals during the operation Kuzhu Zhu1, a *,Jianhang Luo1,b 1Guangxi Key Laboratory of Geomechanics and Geotechnical Engineering, College of Civil Engineering and Architecture, Guilin University Of Technology, Guilin, Guangxi, 541004, China awuzhu3u@126.com, bluokehang@163.com Keywords: operation tunnel; tunnel portal; defects; mechanics analysis.
Studies on tunnel damage [J]. 2007, Chinese Journal of Underground Space and Engineering, 3(5):947-953.

Influence of hysteretic behavior on seismic strength demands: an analysis for Romanian Vrancea earthquakes Iolanda-Gabriela CRAIFALEANU1,2 a 1Technical University of Civil Engineering Bucharest, Department of Reinforced Concrete Structures, Bd.
Blume Earthquake Engineering Center, USA, 1993
Craifaleanu: Nonlinear single degree-of-freedom models in earthquake engineering: Bucharest: Matrix Rom (2005) (in Romanian)