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Geotechnical Centrifuge Modeling of Super-high Embankment filled by Red Soft Soil in Western Yunnan Province Guoxiong Wu 1, a, Ke Zhang1, b, Xiangshou Chen 2, c 1School of Civil Engineering & Architecture, ChongQingJiaoTong University, ChongQing, 400074, China; 2Chongqing Municipal design and Research Institute, Chongqing, 400012, China awgx_ph.d@163.com,b378918151@qq.com,c403431455@qq.com Keywords: Red soft soil in Western Yunnan province, super-high embankment, geotechnical centrifuge modeling, FLAC-2D, stability.
Chinese Journal of Geotechnical Engineering, 1996, 18(5):92-94, In Chinese
Chinese Journal of Geotechnical Engineering, 1996,18(3): 80-86, In Chinese
Journal of civil engineering, 2000(5):88-91,In Chinese
FLAC/FLAC3D foundation with engineering examples[M].

Each country has its own regulatory body (e.g. in the UK the Civil Aviation Authority [CAA] and in the USA the Federal Aviation Administration [FAA]).
These vet the manufacturers and operators, issuing certificates of airworthiness, approving design and manufacturing companies, issuing operators' licenses and controlling the standard of training for various personnel (e.g. flight crew and maintenance engineers).
For large civil transport aircraft with maximum take-off mass heavier than 12 5001b (5669 kg), the appropriate document is FAR Part 25 for USA and JAR25 for Europe.
For the United Kingdom, this control is exercised through the Civil Aviation Authority (CAA) and for the USA through the Federal Aviation Administration (FAA).
For civil airliners the proof factor is fixed at 1.0 and the ultimate factor at 1.5.

Analysis on the Interfacial Dilatancy Effect in Anchorage Zone of Grouted Bolts Ying Guo1, 2, a, Guangyi Zhu 1,b , Xinliang Jiang 2, c ,Zhifei Song3,d 1 School of Civil Engineering, Shenyang University, Shenyang 110044, China 2School of Civil Engineering, Tianjin University, Tianjin 300072, China 3School of Civil Engineering, North China University of Technology, Beijing 100041, China aguoying0829@163.com, byxj2038@163.com, cjiangxinliang@126.com, dsong59672@sohu.com Keywords: grouted bolts; dilatancy; finite element method Abstract.
In the early 20th century anchoring technique began to be used, mainly in engineering practice, the theoretical analysis of less.
Chinese Journal of Rock Mechanics and Engineering, 2004, 23(3):469-475.

Application research of compaction pile in heavy Collapsible Loess He Yongqiang1,2, Zhu Yanpeng2,Wu Yun1,Wang Xiaoqin1 1 School of Civil Engineering, Northwest University for Nationalities, Lanzhou 73003,P.R.
China ; 2 School of Civil Engineering, Lanzhou University of Technology, Lanzhou 73005,P.R.
Summaries Based on the features of foundation treatment in collapsible loess, summary and conclusions are made as following: (1) Deduced calculation formula is significance for foundation treatment of collapsible loess, it can be used in actual engineering when adjusted according to influencing factors; (2) The compaction pile composite foundation is one of effective methods of foundation treatment in collapsible loess, quicklime pile compaction pile is the best one, then the lime compaction pile composite foundation, and the loess compaction pile composite foundation is the worst.
Chongqiang: Logistic Engineering University of PLA, 2007
Journal of Civil,Architectural & Environmental Engineering. 2009,Vol 31(01)

., professor Svetlana Sheina 1, a, PhD Liya Babenko 2,b 1,2 162, Socialisticheskaya Street, Rostov-on-Don, Russia, 344022 Rostov State University of Civil Engineering, argsu-gsh@mail.ru, bdr.liya.babenko@mail.ru Keywords: listed buildings, GIS-technologies, sustainable development.
To address these problems specialist of Department of City Planning and Community Development of Rostov State University of Civil Engineering developed the methodology and information-analytical support system of listed buildings’ preservation.
Module 4 includes output results produced by the Housing and Utilities Data Analysis System (HUDAS) developed by the Department of City Planning and Community Development of the Rostov State University of Civil Engineering.
Engineering Herald of Don (Inženernyj vestnik Dona) [Online], Vol.4(2), ISSN 2073-8633.
Proceedings of the 13th International Conference on Computing in Civil and Building Engineering (13th ICCCBE), p. 129-141

Investigation of the Axial Bearing Capacity of the Discontinuous-Tube-in-Core Concrete Filled Steel Tubular Column-Slab Joint Fujun Liu 1,2,a Jian Cai 1,b 1 Dept. of Civil Engineering, South China Univ. of Tech., Guangzhou, China; 2 Guangzhou City Construction and Development Design Institute Co.
These types of joints have been proven adequate in engineering applications through theoretical and experimental research, but some civil engineers have argued that their connection is relatively complex and is not convenient for a complex floor structure.
For this reason no single joint is yet widely accepted by civil engineers.
Journal of Harbin University of Civil Engineering and Architecture. (1997)
China Civil Engineering Journal (1967)

Masonry Column Reinforced by FRP Wrapping: Behavior and Numerical Analysis MAROUŠKOVÁ Aneta1,a,∗ 1Czech Technical University in Prague, Faculty of Civil Engineering, Thákurova 7, 166 29 Prague 6, Czech Republic aaneta.marouskova@fsv.cvut.cz Keywords: Numerical Analysis; Masonry; Reinforcement; FRP Materials; Finite Element Method.
The experimental program is part of a research project DF12 P01OVV037 - "Progressive Non-Invasive Methods of the Stabilization, Conservation and Strengthening of Historic Structures and their Parts with fibre- and nanofibre-based Composite Materials", which is being carried out at the Faculty of Civil Engineering, CTU in Prague.
In: Proceedings of CICE 2012 - The 6th International Conference on FRP Composites in Civil Engineering.

Study on durability of silicone rubber sealant for pavement joint Jiesheng Liu 1, a, Donglai Li 2, b, Jun Yu3,c , and Zongwang Zhang 4,d 1School of civil engineering and architecture，Wuhan polytechnic University, Wuhan ,China 2China Construction Ready Mixed Concrete CO.LTD, Wuhan, China 3School of civil engineering and architecture，Wuhan polytechnic University, Wuhan, China 4School of civil engineering and architecture，Wuhan polytechnic University, Wuhan ,China awsljs628@yahoo.com, bljs628@163.com, cyuj@126.com, dzzw@yahoo.com Keywords: sealing materials silicone rubber durability Abstract.

Application of laboratory tests results of dowel joints in cement-splinter boards VELOX into the fully probabilistic methods (SBRA method) Antonin Lokaj, a, Kristyna Vavrusova,b and Eva Rykalova3,c 1VSB-TU Ostrava, Faculty of Civil Engineering, Ludvika Podeste 1 875, Ostrava-Poruba, 708 33, Czech Republic 2 VSB-TU Ostrava, Faculty of Civil Engineering, Ludvika Podeste 1 875, Ostrava-Poruba, 708 33, Czech Republic 3 VSB-TU Ostrava, Faculty of Civil Engineering, Ludvika Podeste 1 875, Ostrava-Poruba, 708 33, Czech Republic aantonin.lokaj@vsb.cz, bkristyna.vavrusova@vsb.cz, ceva.rykalova@vsb.cz Keywords: Cement-splinter board, VELOX, SBRA Method.

Testing of 3-Dimensional Stabilizing Elements for Protection of Slopes: Possibilities of In-Situ Testing LIDMILA Martin1,a *, PROŠEK Zdeněk1,b, TREJBAL Jan1,c and NEŽERKA Václav1,d 1 Czech Technical University in Prague, Faculty of Civil Engineering, Thákurova 7, 166 29 Praha 6, Czech Republic amartin.lidmila@fsv.cvut.cz, bzdenek.prosek@fsv.cvut.cz, cjan.trejbal@fsv.cvut.cz, dvaclav.nezerka@fsv.cvut.cz Keywords: Spatial Mat, Tensile Strength, Soil, Stabilization, Railway.
This research was carried in a collaboration of STRIX Chomutov (Ltd.) company and Department of Railway Structures at the Faculty of Civil Engineering of CTU in Prague.
Financial support from the Faculty of Civil Engineering, Czech Technical University in Prague (SGS project under No.