关闭×
Home
About Us
Science Information
Article
Subscribe
Contact
Editorial
Message
中文
The mobile platform
Office Online
Journal Online
Forthcoming Articles
Current Issue
Adv Search
Archive
Read Articles
Download Articles
Email Alert
Member Service
2003 Vol. 20, No. 2
Published: 2003-02-15
1
CONSTRUCTION TECHNIQUE OF HORIZONTAL ROTARY-SPRAYED PILES IN TUNNEL AT MAJOR THEATRE-SCIENCE MUSEUM SECTION OF SHENZHEN SUBWAY
MENG Feng-chao
The test, extra-leading pre-consolidation and construction techniques of the horizontal rotary-sprayed piles are expounded in this paper. Excellent results are obtained in the tunnel at Major Theatre-Science Museum section of Shenzhen subway.
2003 Vol. 20 (2): 1-4 [
Abstract
] (
2506
)
HTML
(1 KB)
PDF
(187 KB) (
157
)
5
EXPLORATION ON CONSTRUCTION OF COMMUNICATION NETWORK DURING OPERATION OF URBAN RAIL TRANSIT BY UTILIZING NATIONAL RAILWAYS
YUAN Hui-qing
Based on the railway operation experiences in home and abroad, it is a reasonable direction to lead the development of a city for running the urban rail transit by utilizing the national railways. The paper expounds the compositions of the communication network system of the national railway and of the urban rail transit respectively, as well as the structure of communication network after the combination of both national railway and urban rail transit. The existing problems and the methods to solve them are discussed also in this paper.
2003 Vol. 20 (2): 5-7 [
Abstract
] (
2541
)
HTML
(1 KB)
PDF
(127 KB) (
152
)
8
TUNNEL BRIDGE-CROSSING TECHNIQUE FOR SANYUANLI TURN-BACK LINE ON NO.2 LINE OF GUANGZHOU SUBWAY
LI Ya-wu
Owing to the influence on bridge foundation made by tunnel construction, it is necessary to underpin the bridge foundation in order to control deformation and ensure the safety of bridging.
2003 Vol. 20 (2): 8-12 [
Abstract
] (
2493
)
HTML
(1 KB)
PDF
(257 KB) (
150
)
13
APPLICATION OF CHANNEL GIRDERS IN PROJECT OF URBAN RAIL TRANSIT
HE En-huai
The channel girder is a kind of excellent and new type bridge structure suitable for urban rail transit. Combined with the design of viaducts for No.VI line of Shanghai rail transit, the paper introduces emphatically the application of channel girders in the urban rail transit.
2003 Vol. 20 (2): 13-16 [
Abstract
] (
2591
)
HTML
(1 KB)
PDF
(161 KB) (
340
)
17
STUDY ON CHARACTORS OF MYLONITIC FAULTAGE IN YANMENGUAN TUNNEL
LI Zhong, LIU Zhi-gang, QU Li-qun
The paper has analyzed the characters of the mylonitic faultage in Yanmenguan Tunnel, especially in different structure stress field and different structure movement. It is pointed out that the geological forecast and the relevant prevention is very important for the tunnel construction.
2003 Vol. 20 (2): 17-19 [
Abstract
] (
2609
)
HTML
(1 KB)
PDF
(120 KB) (
82
)
20
GEOLOGIC ROUTE SELECTION FOR LUSHAN MOUNTAIN TUNNEL OF XI'AN-NANJING RAILWAY
JU Xiao-qiang
This article introduced the geologic route selection in Lushan mountain tunnel of Xi'an-Nanjing railway, and provided the method and principles of geologic route selection in mountain area where the condition of geology is sophisticated.
2003 Vol. 20 (2): 20-22 [
Abstract
] (
2509
)
HTML
(1 KB)
PDF
(124 KB) (
120
)
23
DISCUSSION OF CONSTRUCTION TECHNOLOGY OF GROUTING AND REN-OVATION FOR SUBGRADE SLIDE AND SETTLEMENT IN KARST ZONE
LI Bin-feng
This paper expounds the formation mechanism of the slide and settlement and the principle of the renovation in karst zone. Combined with the Meihua Mountain-Zhaotong section of Nei-Kun railway, the construction technology and the quality control process of grouting and renovation for railway subgrade in karst zone are given, emphasized the practicability in actual operation. It provides the reference basis for the analogous engineering in the future.
2003 Vol. 20 (2): 23-26 [
Abstract
] (
2527
)
HTML
(1 KB)
PDF
(140 KB) (
174
)
27
THEORY ANALYSIS OF SEVERAL PROBLEMS ON COMPOSITE FOUNDATION OF CRUSHED-STONE PILES
LIU Jie, ZHANG Ke-neng
In this paper, based on the pile-soil interaction, equality of the vertical deformation and the harmony of the lateral deformation, the relationship of the stress and the strain of the piles and the pile lateral soil is derived by the elastic theory under the linear elasticity. The formula of pile-soil stress ratio at the pile materials yielding is obtained. The formulas of the vertical deformation in the piles and the pile lateral soil, the ultimate bearing capacity of the single pile arc derived by Mohr-Coulomb yielding condition at the ultimate equilibrium state. Relationships between the pile-soil stress ratio, the vertical deformation and the replacement ratio, the pile lateral soil modulus of deformation arc discussed. Meantime, it is indicated that the effectiveness reinforced by the crushed-stone piles in the weak ground is obvious, but it isn't obvious for the ground modulus of deformation to excess 8 MPa and the reinforced effectiveness is very finite. It is indicated also that the traditional design method of controlling bearing capacity should be replaced by the design method of controlling settlement to the weak ground reinforced by the crushed-stone pile. To verify the reliability of this method, the calculating results in this paper are contrasted with the test results by and engineering example and it is confirmed that the method has very high precision.
2003 Vol. 20 (2): 27-32 [
Abstract
] (
2564
)
HTML
(1 KB)
PDF
(227 KB) (
159
)
33
THE SOFT SAIL ROADBED’S CONSTRUCTION TECHNIQUE OF THE THICK HARD CRUST LAYER OF EARTH'S SURFACE
PENG Jing-shu
The present paper is devoted to make a brief introduction of soft sail roadbed's construction technique of the thick hard crust layer of DK 129 project foundation's earth-surface on the section from Vali to Baise of Nankun railway. It can be reference for the engineers and technicians.
2003 Vol. 20 (2): 33-37 [
Abstract
] (
2482
)
HTML
(1 KB)
PDF
(195 KB) (
131
)
38
COMPREHENSIVE CONSTRUCTION TECHNIQUE OF HIGH FILL EMBAN-KMENT AT SOFT SOIL DISTRICT OF SLOPE
ZHANG Huan-cheng, QI Xiang-cheng, LI Zheng
The Laoguochang-Lizigou section of Neijiang-Kunming Railway was a rare slope soft soil district in plateau with harsh climate, bad topographic and geologic conditions. The construction of high fill embankment in such district was difficult, not only the stability and reliability of roadbed should be guaranteed, but also its settlement should fulfill the requirement of the standard. The paper put forward the analyses in detail concerned with its design conceptions and a lot of construction technique problems, and good effects had been obtained in the construction practices.
2003 Vol. 20 (2): 38-41 [
Abstract
] (
2470
)
HTML
(1 KB)
PDF
(144 KB) (
97
)
42
ANALYSIS OF APPLICATION OF FLYASH AS FILLING MATERIAL FOR RAILWAY EMBANKMENT
CHEN Shi-qi
Through analysis and study of relevant technical data from the research results, actual engineering and working experience for the application of flyash as the filling material for embankment both at home and abroad, this paper introduces the basic characteristics, compaction performances and mechanical properties of flyash, and it provides the relevant technical indexes, structure and form of embankment design and related technical parameters for the application of flyash as filling material for railway embankment. It can be referred for the similar engineering.
2003 Vol. 20 (2): 42-47 [
Abstract
] (
2578
)
HTML
(1 KB)
PDF
(202 KB) (
112
)
48
APPLICATION OF GEOGRID IN CONSOLIDTING SUBGRADE BED OF EXISTING RAILWAY
LIAO Jin, ZENG Wei-de
Application of geogrid in consolidating subgrade bed on existing railway and its tests are described with specific project. The result shows that is has a good future for wide application of geogrid in consolidating subgrade bed on existing railway.
2003 Vol. 20 (2): 48-51 [
Abstract
] (
2529
)
HTML
(1 KB)
PDF
(135 KB) (
101
)
52
CONSTRUCTION TECHNIQUE FOR BALLAST BED ON HIGH SPEED RAILWAY
YANG Jian
This paper discusses the construction technique and method for ballast bed on high speed railway based on the tests of ballast bed laving on Xi'an-Ankang railway line, and sleeper laving ballast laving on Beijing-Jiulong double line.
2003 Vol. 20 (2): 52-55 [
Abstract
] (
2495
)
HTML
(1 KB)
PDF
(161 KB) (
463
)
56
GEOLOGIC PROBLEMS DURING CONSTRUCTION OF BRIDGE ALONG BANKS OF CHUMAR RIVER
LIU Li-zhi, LIU Ling
Based on the geologic situations of the regions along the banks of Chumar River in Qinghai-Tibet Plateau, the geologic problems which might be possibly brought on or produced during construction of railway bridges in those regions were analyzed, and the corresponding treating measures were proposed.
2003 Vol. 20 (2): 56-58 [
Abstract
] (
2536
)
HTML
(1 KB)
PDF
(104 KB) (
115
)
59
APPROXIMATIVE FORMULAS OF CALCULATING PRIMARY FREQUENCIES FOR THREE-SPAN CONTIMUOUS GIRDER SUSPENSION BRIDGES
JU Xiao-hua
Based on energy principles, the calculations of both the symmetrical and the antisymmetrical natural vertical and torsional frequencies of three-span continuous girder suspension bridges are obtained. The calculating formulas are predigested. Three three-span examples of suspension bridges are illustrated. The accuracy of the analysis is examined through comparative computation by means of the comparisons between the formulas and the finite clement approach. These approximative formulas can be used in process of the project choosing and the preliminary design.
2003 Vol. 20 (2): 59-63 [
Abstract
] (
2487
)
HTML
(1 KB)
PDF
(214 KB) (
153
)
64
CONSTRUCTION TECHNICAL MEASURES FOR SHALLOW SUBSURFACE EXCAVATION OF SLURRY STRATUM
YANG Shi-wu
A lot of weak slurry stratums were existing in coastal regions of Southeast China. Significant difficulties were brought forth for the development of underground space and the construction of underground projects. The paper describes the properties and characteristics of the slurry soft soil. Combined with the construction of pedestrian underground passage in Fuzhou City, the strengthening and construction methods for the stratum with weak slurry geologic conditions are expounded also in this paper.
2003 Vol. 20 (2): 64-69 [
Abstract
] (
2556
)
HTML
(1 KB)
PDF
(242 KB) (
203
)
70
ANALYSIS ON REASON OF DEFECTS IN JIUYANSHAN TUNNEL AND SUGGESTION OF MEASURES FOR THEIR REGULATION
MIAO Xiao-qi
The defects in the already constructed Jiuyanshan tunnel were severity by comparison. Besides badly seepage, the lining was badly scaled off, and the subgrade was boiling and mudding. This text analyzed the reason in defects thoroughly and exactly, at last put forward measures and proposed suggestions for their regulation.
2003 Vol. 20 (2): 70-72 [
Abstract
] (
2557
)
HTML
(1 KB)
PDF
(152 KB) (
192
)
73
CONSTRUCTION METHOD OF SUPPORTING AT FIRST AND EXCAVATING BEHIND SHOULD BE ADOPTED FOR TUNNEL WITH STRONGLY PRESSURED SURROUNDING ROCK
FU Hua-xing
Based on several experiences and lessons for tunnels with strongly pressured surrounding rock, the construction method of supporting at first and excavating behind has been proposed. Taking Jiazhuqing Tunnel as example, the lesson on excavating at first and supporting behind arc summarized, and the new conception for adopting construction method of supporting at first and excavating behind in order to restrain the development of plastic regions has been expounded. Furthermore, the design of extra-pre-supports arc illustrated in detail. It is emphasized twice that the top pressured regions and the lateral pressured regions should be considered respectively. And, the reasons which should be considered respectively by the principle of Karstna Formula arc explained also.
2003 Vol. 20 (2): 73-78 [
Abstract
] (
2582
)
HTML
(1 KB)
PDF
(173 KB) (
150
)
79
MANAGEMENT ON ENVIRONMENT PROTECTION DURING CONSTRUCTION OF QINGHAI-TIBET RAILWAY
WANG Zhi-jian, ZHAO Xin-yu, DA Zhi-hua
The environment protection work in constructing Qinghai-Tibet railway attracts worldwide attention. In order to control effectively the influence of the railway construction on the ecological environment along the railway, the Qinghai-Tibet Railway Construction Management Center explores and perfects a set of management mode for environment protection work during the railway construction. The paper presents the management system and measures of environment protection work in details so that it can provide references for environment protection work of railway and roadway construction in other districts in China.
2003 Vol. 20 (2): 79-81 [
Abstract
] (
2526
)
HTML
(1 KB)
PDF
(152 KB) (
257
)
82
DISCUSSION ON PREDICTION WAYS OF SOIL AND WATER LOSS FOR ROAD ENGINEERING IN CONSTRUCTION PERIOD
CHEN Jian-dong, WANG Mei-zhi, XU Zhao-yi, YANG Cheng-yong
The importance of soil and water loss assessment in ecological environment impact assessment was presented. All kinds of man-made slope formed in road construction were sorted. According to the course of formation, slopes were divided into three types: cutting slope, embankment slope and hard ground surface. Soil and water loss types of slope were analyzed. Based on field monitoring, rainfall test and referring to fruitful researches, the ways of soil and water loss prediction were discussed.
2003 Vol. 20 (2): 82-85 [
Abstract
] (
2470
)
HTML
(1 KB)
PDF
(192 KB) (
260
)
86
EXCAVATING SIDE DITCH OF OPERATION TUNNEL BY CONTROLLED BLASTING
ZHANG Cui-bing, YANG Nian-hua
The paper presents a successful technology of excavating side ditch of operation tunnel by controlled blasting, the plan of controlled blasting under difficult situations are analyzed, and the particular measures to guarantee the safety operation on the operation tunnel are proposed. Reference has been provided for the similar construction works hereafter.
2003 Vol. 20 (2): 86-88 [
Abstract
] (
2507
)
HTML
(1 KB)
PDF
(132 KB) (
77
)
89
EXAMINATION AND STADY ON FROZEN SOIL OF QING-ZANG RAILWAY BY EXPLOSION CRATER
ZHANG Jun-bing, ZHANG Zhi-yi, FU Hong-xian
Now, Qing-Zang railway is being built, much frozen soil is needed to be blasted, but the literatures about frozen soil blasting in home and abroad is few. The paper describes a few explosion craters carried out in certain place of Qing-Zang railway, the optimum depth and maximum volume are obtained, and the optimum blasting parameters are also found out.
2003 Vol. 20 (2): 89-91 [
Abstract
] (
2494
)
HTML
(1 KB)
PDF
(199 KB) (
93
)
92
SMOOTHWALL BLASTING CONSTRUCTION TECHNIQUE FOR ZHENGYANG TUNNEL
SHAO Hong-bo
The geologic condition of Zhengyang Tunnel on Chengdu-Huaihua Railway Line is complex, with gaps developing of least cave, fluid bowl and joint, and much water gushing. Therefore water-proof plates should be laid. The result of smoothwall blasting directly influences on the quality of liner concrete. A brief introduction to the smoothwall blasting technique for Zhengyang Tunnel is given and some experience summed up in this paper.
2003 Vol. 20 (2): 92-95 [
Abstract
] (
2518
)
HTML
(1 KB)
PDF
(169 KB) (
199
)
96
SMOOTHWALL BLASTING FOR LONGTAN TUNNEL
ZHUO Guo-ping
This paper describes the application of smoothwall blasting technique, the selection of explosion parameters, the quality control of construction process and result of smoothwall blasting, based on the example of Longtan Tunnel on Chengdu-Huaihua Railway Line.
2003 Vol. 20 (2): 96-99 [
Abstract
] (
2510
)
HTML
(1 KB)
PDF
(182 KB) (
271
)
100
ANALYSIS OF SELECTION OF SUSPENSION TYPE OF CATENARY LINE OF BELTING-SHANGHAI HIGH SPEED RAILWAY LINE
ZHAO Yin-jun
This paper makes a comparison among catenary equipment, tramway type catenary equipment and stitched catenary equipment in technology and economy in accordance with the development situation, operation experience and evaluation standards for pantograph and catenary current collection of foreign countries, and proposes that tramway type catenary should be adopted on Beijing-Shanghai High Speed Railway.
2003 Vol. 20 (2): 100-103 [
Abstract
] (
2481
)
HTML
(1 KB)
PDF
(160 KB) (
236
)
104
A BORING CONTROL TECHNOLOGY FOR IN-WATER CONSTRUCTION OF DENSELY CLUSTERED, LENGTHENED PILES UNDER COMPLEX GEOLOGICAL CONDITIONS
XUE Feng
The main body of Dongying Yellow River Bridge is a continuous rigid-frame bridge of a prestressed reinforced concrete structure, with a span of 116+200+220+200+116 meters. The tenth pier of the main bridge takes its root into the riverbed. Its foundation is mainly made up of 49 non-displacement piles, which are 1.5 meters in diameter and 115 meters in length, and the center distances between the piles are 3.9 meters only. This paper presents the boring control technology for in-water construction of the non-displacement piles for the tenth pier of the bridge mentioned above under complex geological conditions on the bed of Yellow River.
2003 Vol. 20 (2): 104-108 [
Abstract
] (
2516
)
HTML
(1 KB)
PDF
(163 KB) (
151
)
109
TRANSITIONAL CONSTRUCTION TECHNIQUE OF QINHUANGDAO RAILWAY STATION INNOVATION OF BEIJING-QINHUANGDAO RAILWAY IMPROVING SPEED PROJECT
XIE Xin-min
The paper introduces the transitional construction technique of Qinhuangdao railway station innovation of Beijing-Qinhuangdao railway improving speed project about ensuring operation with construction of the station at the same time by good plan and reasonable construction. The mode of transition has the value of popularization about large scale station innovation project.
2003 Vol. 20 (2): 109-113 [
Abstract
] (
2490
)
HTML
(1 KB)
PDF
(152 KB) (
135
)
114
DRIVEN PILE TECHNIQUE FOR GRAND YUEYA RIVER BRIDGE ON QINHUANGDAO-SHENYANG DEDICATED PASSENGER LINE
YANG Bai-he
This paper mainly introduces driven pile technique and technical measures taken in winter season for grand Yueya River Bridge on Qinhuangdao-Shenyang dedicated passenger Line, and discusses the problems of pile-body gushing, pile-top damage or pile-body cracking and its solution.
2003 Vol. 20 (2): 114-118 [
Abstract
] (
2500
)
HTML
(1 KB)
PDF
(154 KB) (
147
)
119
EXPERIENCE IN IMPORTING HEAVY-DUTY RAILWAY ENGINEERING EQUIPMENTS
WANG Peng
Many heavy-duty engineering equipments have been imported in recent years by construction enterprises in order to increase the equipment level to meet needs of construction, whit speed-increase innovation of existing railway line, development of high-speed railway construction and technical standards being higher and higher for construction. Personal experience in importing heavy-duty engineering equipment is introduced based on summing up the experience and lessons in importing tension wire barrow.
2003 Vol. 20 (2): 119-121 [
Abstract
] (
2483
)
HTML
(1 KB)
PDF
(112 KB) (
113
)
122
PREVENTION FROM SHRINKING DIAMETER AND SINKING HOLE OF DEEP BORED PILE IN SOFT FOUNDATION ZONE
GUO Yi-xian, KANG Ji-long
This paper analyzes the reasons for shrinking diameter and sinking hole of deep bored pile in soft foundation zone based on an example of deep bored pile in soft foundation zone for Dongxihu Interchange Bridge of Wuhan city detour road, sums up some practical, protective and technical measures and experience in resolving problems.
2003 Vol. 20 (2): 122-124 [
Abstract
] (
2556
)
HTML
(1 KB)
PDF
(130 KB) (
282
)
125
ANALYSIS ON SYSTEM OF LABOR STANDARDS OF EUROPEAN UNION AND USED FOR REFERENCE
ZHANG He-hua
At the present time, the members of the European Union are 15 countries, such as Holland, Belgium, Luxembourg, France, Germany, Italy, etc. The paper introduces the general situations of the labor standards of the European Union and the principles of the labor legislation. The main contents of the labor standards system of the European Union are described in detail according to 8 classifications. At the same time, combined with situations of our country, several problems existing in construction national labor legal system at present time are expounded, and the corresponding measures which should be adopted are proposed by taking the experiences of European Union as reference.
2003 Vol. 20 (2): 125-131 [
Abstract
] (
2540
)
HTML
(1 KB)
PDF
(178 KB) (
448
)
132
ANALYSIS OF THE PROBLEMS IN MANAGEMENT OF CONSTRUCTION CONTRACT AND ITS COUNTERMEASURES
FANG Yuan-ming
This paper analyzes the main problems in management of construction contract in Chinese construction field, and puts forward the countermeasures for strengthening management work of contract, in order to change the present situation of construction contract management, decrease the conflicts and mistakes in contract, lift up the execution rate of contract and increase the management level of construction on the spot.
2003 Vol. 20 (2): 132-134 [
Abstract
] (
2482
)
HTML
(1 KB)
PDF
(215 KB) (
361
)
135
PRELIMINARY TALKING ABOUT DIVIDING OUT NON-OPERATIONAL ASSETS IN ENTERPRISES AND THEIR MANAGEMENT
YANG Ping
In order to strengthen the management of national assets in the enterprises, the paper expounds the meaning and necessity for dividing the enterprise's assets into operational assets and non-operational assets. The non-operational assets arc defined and illustrated. How to enhance the management of non-operational assets has been described and discussed in detail with examples in this paper.
2003 Vol. 20 (2): 135-137 [
Abstract
] (
2519
)
HTML
(1 KB)
PDF
(96 KB) (
94
)
138
PRELIMINARY TALKING ABOUT CONSTRUCTION QUALITY CONTROL FOR URBAN RAILWAY
FAN Gui-bo, YANG Hong
This paper introduces the technology characters of the modern urban railway and the urban railway of Dalian city. And put great emphasis on introducing the contents and measures of the construction process of the urban railway of Dalian city. Based on the technology character of urban railway of Dalian city, the measures and methods of urban railway's quantity supervision and control arc studied respectively from the three stages: before the event, inside and after the event. According to the characters of modern urban railway such as including many construction units, many mayors, the adoption of many sports of new technique and the construction field influenced by city's environment and transportation controlling, this paper describes the request for the qualifications of general and special registed engineers, the establishment of supervision organization, setting quality management system, conducting design document and the checking and assessing of the engineering, etc.
2003 Vol. 20 (2): 138-141 [
Abstract
] (
2536
)
HTML
(1 KB)
PDF
(112 KB) (
148
)
142
LOSS OF TECHNICIANS AND ITS COUNTERMEASURES OF RAILWAY CONSTRUCTION ENTERPRISE
TANG Yi-he
This paper analyzes the reasons for loss of technicians of railway construction enterprise from the feature of latent contending and situation of technicians lost of railway construction enterprise, and puts forward the countermeasures, which should be taken by railway construction enterprise.
2003 Vol. 20 (2): 142-144 [
Abstract
] (
2540
)
HTML
(1 KB)
PDF
(51 KB) (
211
)
145
THE INTEGRATED MANAGEMENT OF FILE, BOOK AND INFORMATION AND ENTERPRISE DEVELOPMENT
LIANG Ai-zhen
There are many common points in the management works of file, book and information in enterprise. Internal relations exist among them. Integrated management system for them is demanded by informationization development of enterprise, under which file, book and information can serve the enterprise better.
2003 Vol. 20 (2): 145-147 [
Abstract
] (
2510
)
HTML
(1 KB)
PDF
(102 KB) (
191
)
Copyright © Editorial Board of Journal of Railway Engineering Society
Supported by:
Beijing Magtech
