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Science Journal of Transportation SCIENCE JOURNAL OF TRANSPORTATION Especial Issue No. 03 International cooperation Journals MADI - SWJTU - UTC Moscow - Chengdu - Hanoi 01 - 2011 Dear researchers, colleagues and readers, Transportation is the means by which all people are connected, all human activities occur. Nowadays, in strong globalizing process, community activities have not been limited by countries’ borders; thus transportation becomes non-confrontiers. We, transportation makers, in this moment, have had a common forum to together discuss, contribute, share and dedicate. First Especial Issue of international co-operating transportation science journals of State Technical University (MADI)-Russia, South West Transportation University (SWJTU)-China and University of Transportation and Communication (UTC)-Vietnam is published in spring – season of blooming and developments. We wish you and our transportation career were achieved, prosperous and fruitful. Science is non-limitation, Transportation is non-border, Friendship is non-confrontiers, Aim toward the future, we will do our best to make transportation: More intelligent and effective, Faster and safer, Cleaner and greener, With that objective, by this forum, we together connect, endeavour, research, create, contribute, share and devote. Moscow-Chengdu-Hanoi Board of Editors-in-Chief ISSN 2410-9088 SCIENCE JOURNAL OF TRANSPORTATION Especial Issue No. 03 International cooperation Journals State Technical University-MADI Southwest Jiaotong University (SWJTU) University of Transport and Communication (UTC) Moscow - Chengdu - Hanoi 06-2011 TABLE OF CONTENT Pages 40 ASSOC. PROF. DR. DAO MANH HUNG Pages 3 ZHANG JIALING DIPL.-ING. VU VAN TAN XU GUANGHUI Automotive Engineering Department CAI YING Mechanical Engineering Faculty School of Civil Engineering University of Transport Southwest Jiaotong University, and Communications Chengdu 610031, China Studying semi active suspension system using balance control strategies to improve ride comfort Application of continuous compaction technology in the quality control and Pages 50 MINGJING FANG acceptance of high speed railway subgrade RANDY C. WEST National Center Pages 8 PROF. SVETLANA MILOSLAVSKAYA for Asphalt Technology (NCAT), Moscow State Academy of Water Transport, College of Engineering, Auburn University, Moscow, Russia Auburn, AL 36830-5577, USA The modern situation in inland water transport YANJUN QIU in Russia CHANGFA AI School of Civil Engineering, Pages 13 PROF.DR. LE HUNG LAN Southwest Jiaotong University, DR. NGUYEN THANH HAI Chengdu 610031, China DR. NGUYEN QUANG TUAN JERRY G. ROSE MC. PHD. NGO THANH BINH College of Engineering, Faculty of Electrical Civil Engineering Department, and Electronic Engineering, University of Kentucky, Lexington, KY 40506-0281, USA University of Communication Comparative analysis on dynamic behavior of and Transport (UCT), two hma railway substructures Hanoi, Vietnam Pages 62 DR. M. MALINOVSKY Introduction tbn method in z-domain using in State Technical University, MADI signal processing Moscow, Russia Application of jerk in active safety systems Pages 22 ASSOCIATE PROFESSOR, Pages 67 ASS. PROF. DR. NGO VAN QUYET DR VALENTIN. A. AKSENOV Hung Yen University of Education PHD STUDENT LE THI QUE ANH and Technology State Technical University MADI, PROF. DR. DO DUC TUAN Moscow, Russia MS. PHAM LE TIEN Assessment and analysis of vehicle insurance in Hanoi University Vietnam of Communication and Transport Some new results of experiment and computing Pages 30 QIYUAN PENG of the fatigue crack growth in the bogie frame CHAO WEN of locomotive type D19E running on the School of Transportation and Logistics, Vietnam railway Southwest Jiaotong University, Pages 78 Assoc. Prof. Dr. DANIELA DURCANSKA Chengdu 610031, China Faculty of Civil Engineering University of Zilina, Slovakia Dispatch coordination between high - speed Monitoring of particulate matter in the air and conventional rail systems around roads INTERNATIONAL COOPERATION ISSUE OF TRANSPORTATION - Especial Issue - No.03 1 Pages 86 XIAO HONGBING Pages 132 NGUYEN XUAN HUY JIANG GUANLU Department Structural Engineering, WANG JINGZHI School of Civil Engineering University of Communications Southwest Jiaotong University, and Transport Chengdu 610031, China LI ANHONG A simplified element to simulate the non linear China Railway Eryuan behaviour of reinforced concrete columm Engineering Group Co. Ltd, Pages 139 GUO QIANQIAN Chengdu 610031, China CHEN YIJUN Centrifugal model tests on settlement of railway embankment on deep completely MAO JIEYING decomposed granite soil School of Civil Engineering Pages 95 HUNG MANH NGUYEN Southwest Jiaotong University, University of Transport and Communications, Hanoi, Vietnam Chengdu 610031, China Extended the single model studying the Optimization and algorithm for through train trajectory of tractor-semi trailer connections at district stations Pages 105 MSC, NGUYEN THI BINH Institute of Transport Planning Pages 146 ASSOC. PROF. DR. VYACHESLAV. K. APESTIN and Management State Technical University, MADI University of Transport Moscow, Russia and Communication, Hanoi, Vietnam Integration of production process, logistics and Estimation of road harm from the heavy transport - a theoretical framework vehicles ride during spring time Pages 113 YU XIANYI Pages 151 TRAN THE TRUYEN LI ZHAOYU LI YUANFU University of Transport School of Civil Engineering and Communications, Vietnam, Southwest Jiaotong University, CHARLIER ROBERT Chengdu 610031, China Design of the minimum curve radius of hainan University of Liege, Belgium east loop line A method for evaluating the gas permeability of Pages 119 PROF. VLADIMIR B. BORISEVICH damaged concrete ENG. VLADIMIR. M. BORISOV ENG. YURYI V. BORISOV Pages 161 NGUYEN THANH SANG PROF. VLADISLAV I. KOLTCOV Material Department, State Technical University, MADI, University of Transport Moscow, Russia The high-efficiency road pavement surface and Communication, Hanoi profilometer and some microprofile parameters LY HUY TUAN Pages 125 ZHAO PINGRUI Director, Transport Development GUO LIKANG LIU XUEYI and Strategy Institute (TDSI), School of Civil Engineering Ministry of Transport Southwest Jiaotong University, VU HOANG GIANG Chengdu 610031, China Deputy Chief of Transport Strategy, ZHANG YUAN’AI Southwest Research Institute Co. Ltd Planning Department, TDSI of CREC, Chengdu 610031, China Planning for coastal road using tide resistance Elastic modulus limit of support layer in twin- cement & concrete block ballastless track based on train load effect 2 INTERNATIONAL COOPERATION ISSUE OF TRANSPORTATION - Especial Issue - No.03 APPLICATION OF CONTINUOUS COMPACTION TECHNOLOGY IN THE QUALITY CONTROL AND ACCEPTANCE OF HIGH SPEED RAILWAY SUBGRADE ZHANG JIALING XU GUANGHUI CAI YING School of Civil Engineering Southwest Jiaotong University, Chengdu 610031, China Summary: Based on the theory of continuous compaction technology, we put forward the VCV (Vibratory Compaction Value) index measured by a roller compactor, in order to evaluate the quality of subgrade compacted in a continuous way. The relationships between the VCV index and the currently used indexes K30, Evd, Ev1 and Ev2, was explored by analyzing the experimental data collected from two test sections on the Jing-Hu High Speed Railway. The result shows that the VCV index has a linear relationship with the currently used indexes. Keywords: Continuous Compaction Control Technology; Compaction Quality; Relationships; Control and Acceptance. INTRODUCTION With the rapid development of high-speed railways in China, the requirement for the filling and compaction quality of railway subgrade has become increasingly strict. To ensure safe and smooth train operation, subgrade structure is supposed to meet higher standards in stiffness, strength, stability and uniformity, which lies in the control on compaction quality. In relevant technical standards, indexes for the quality control on subgrade compaction mainly include [1] subgrade index K30, dynamic deformation modulus Evd, deformation modulus Ev1 and Ev2 . These indexes are determined by time-consuming point tests. The results of tests, however, partially reflect the compaction quality of subgrade, incapable of describing the properties of subgrade as a whole. Moreover, point tests are inapplicable to subgrades of coarse aggregate. The incapability of point test and the need to obtain the quality information in real time[2-4] give rise to the continuous compaction control (CCC) technology. The CCC technology was originated in 1970s [5]. Early researches in Sweden have revealed that the vibration characteristics of the drum are not stable as the subgrade is compacted. The early work led to the adoption of compaction meters in Europe for almost 30 years. Furthermore, the improved knowledge of drum/soil interaction has enabled the extraction of INTERNATIONAL COOPERATION ISSUE OF TRANSPORTATION - Especial Issue - No.03 3 more relevant soil properties, e.g., stiffness and modulus. In this paper, we introduced the VCV index measured by a roller compactor with monitoring functions, to evaluate the quality of subgrade compacted. Then we overviewed the continuous compaction indexes, and analyzed the relationships between the VCV index and the currently used indexes. I. BASIC THEORY OF CONTINUOUS COMPACTION TECHNOLOGY During compaction, the drum’s response of a roller compactor varies following the different status of compacted soil. When the soil is relatively loose, the drum’s vibration response complies well with the sinusoidal oscillating
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