Research conclusions:(1)Integration scheme comparison of Tinglin Gulf, Yexie Gulf, Fengxian station integration program from urban planning，project investment, attract tourists and so on，the Tinglin Gulf integration program is recommended. (2)Line scheme comparison of the median strip program along Pingzhuang West Road，the north side program along West Pingzhuang West Road，the south side program along 61501 Shanghai Ring Expressway，from technical and economic aspects，the solutions of the median strip along the Pingzhuang West Road is recommend.(3)The line and rail transit line 5 constitute the rapid passenger transport channel which connects Southbridge Town and the surrounding areas with the central city，and have important added features to improve Shanghai city rail transit network layout.

Research conclusions:By comparing these three sets of theories (Zhao Liping's theory of Chang'an University, He Yulong and Sun Xiaoduan's theory of Beijing University of Technology and interchange accelerating and decelerating sections length theory in road specification)，the following conclusion is found:(1)Chang'an University and Beijing University of Technology only gives the calculated value for decelerating section of speed limit zone，not calculated for accelerating section，there should be also the accelerating transition section between the speed limit zones.(2)The length of the transition section speed limit zone is recommended to use the value derived by interchange accelerating and decelerating sections length in road specification.(3)In highway and urban road，in the accelerating transition section of downhill section and the decelerating transition section of uphill section，when the longitudinal slope is greater than 2%，its length should be amended. (4)The research results can be used for highway and urban road speed management.

Research conclusions:(1)Controlled Source Audio Magneto Tellurics(CSAMT) data quality factors in addition to uncontrollable noise humanities，there is some non-human factors:the length of the error can be controlled from the electrode，the electrode spacing of the horizontal deviation of the horizontal magnetic probe bias.(2)The research of the non-humanistic noise can reduce the apparent resistivity error generated outside gathering，to obtain reliable and accurate geoelectric information.(3)The gob survey geological of railway in this researching，combined the geological problems for physical characteristics with the principles of magnetotelluric，improved the geophysical survey of the mined-out area of detection accuracy and resolution，satisfied the needs of the railway geological survey of mined-out area. (4)The research results can be used to guide the gob survey work on similar projects.

Research conclusions:The results of this hazard control and its analysis show that:(1)Loading term and grouting pile with steel pipe are the preference measures for emergency rescue of high embankments hazards constructed on slope foundation.(2)For the high embankments constructed on slope foundation，the drainage，filling material and foundation conditions must be strengthen，the safety factor should be much higher.(3)Constraint reinforcement piles should be taken for the high embankments constructed on slope foundation. (4)The research results have an important reference to railway and road engineering constructed on slope foundation.

Research conclusions:(1)The weight of the bridge plays a key role in controlling linear stability.(2)Wind load does not affect linear stability of the bridge，but has obvious effects on nonlinear stability of the bridge.(3)Analysis method and evaluation standard of linear stability is suitable for the long-span continuous rigid frame bridge with high pier. (4)As for columns considering confinement effect of ordinary hoops，limit value of stabilization coefficient of 4~5 is stillsuitable. However, for columns without considering confinement effect of ordinary hoops，limit value of stabilization coefficient should be increased properly.(5)The results may be referenced in structural design and construction of long-span continuous rigid frame bridge with high pier.

Research conclusions:(1)The stiffness of sphere hinge is greater than flat hinge，the ability of sphere hinge adapting to the eccentric load is stronger than flat hinge.(2)The forces of concrete at the bottom of the sphere hinge are less than flat hinge.(3)At rotating support coordination，rotating structure stress and deformation uniformity，stability of traction，rotating safety，beam body attitude adjustment after rotating，construction of implement，adjustable performance when problems and so on，the sphere hinge all have better performance;the flat hinge requirements of construction control is much higher, the load asymmetric distribution from upper rotating structure and the mounting surface error will affect the rotating reliability significantly.(4)The selected type of sphere hinge in the rotating design of super large tonnage of 33,000 tons is appropriate.(5)The study may provide a reference for super large tonnage rotating construction crossing the existing structure with large span bridge，and strongly expand the scope of application of rotating construction method.

Research conclusions:(1)The convergence deformation of sidewalk is 1 .5-2 times as much as that of the arch，and the stability of surrounding rock in deformation of sidewalk takes much more days in the Upper Tertiary water-rich clay tunnel. (2)The deformation of this clay tunnel is influenced by the combined time-spatial effects，and the ratio of deformation produced by the time-effect has hysteretic nature，the big deformation place don't often happened in the tunnel face，but in the back of 15-25 m away from the tunnel face，just to say the sidewalk deformation effect range is 3D-5D("D" means the diameter of tunnel excavating).(3)After excavating the tunnel，using strong initial supports which can offset the effects of time-spatial characteristics，and also can provide enough resistance to offset the surrounding rock deformation before secondary lining construction.(4)The research results can be used widely into design and construction in the same geotechnical clay tunnel.

Research conclusions:Form the study，it is concluded:(1)Little influences on lining stresses for different element length. Relatively fine lining element division is beneficial to lead a more accurate result.(2)The normal and tangential spring can be substituted by horizontal and vertical spring，then the spring value can be corresponded with geology survey report.(3)Ground overload can be proportionally reduced based on the loosed earth pressure or earth pressure arch，and the reduction factor is put forward correspondingly. Then，the positive relationship between ground overload and lining stress is made clear. (4)The scope of local ground overload and its relative positional relationship with tunnel,and the diffusion angle of ground overload should be considered together for the determination of the concrete influences on lining stresses. And different lining structure calculation models based on different scope of additional ground overload are put forward correspondingly. (5)This study can lead a reference for the calculation model and calculation theory in underground engineering.

Research conclusions:Research shows that:(1)On three kinds of limit state of reinforced concrete limit state，concrete compressive and tensilelimit state，the corresponding mean value of reliable index are respectively 4. 27，13.71 and7.48. These calculation results show that the reliability level of existing railway tunnelliningreferenee maps is higher. (2)In the related codes of China，under the second safety level condition of the structure，for the ductility failure type， their reliability indexes are between 3 .2 and 4. 2，for the brittleness failure type，their reliability indexes are between 3 .7 and 4. 7.(3)The target reliability index of European countries has no relationship with failure mode，for the structure of the second level of safety grade，European countries regulations design target reliability index is 4. 26，and however it is 3. 71 in Britain.(4)Considering the calibration calculation results andtarget reliability indexes from the domestic and foreign codes，the target reliability index of railway tunnel lining on bearing capacity limit state was given， which will establish a basis for China railway tunnel structure reliability design. When the safety grade is the second level，for two state of ductile failure and brittle failure，the corresponding target reliability index were 4. 2 and 4. 7，if the safety grade is first or third level，the eorrespondingtarget reliability indexes are increased or decreased by 0. 5. (5)The research results had been successfully applied to the Provisional Code for Railway Tunnel Limit State Method.

Research conclusions:The statistical characteristic of railway tunnel lining structure effect is analyzed using Monte-Carlo stochastic finite element method，according to the probability statistical characteristics of material characteristic resistance and difference minimization principle between the calculated reliability index and the target reliability index，the following conclusions are analyzed:(1)The railway tunnel lining structure is checked，the surrounding rock pressure partial coefficient is 1 .4，gravity loads partial coefficient is 1 .2.(2)The three kinds of adjustment coefficients of reinforced concrete，concrete compressive strength，concrete anti一cracking coefficient are 1 .OS，1 .85，2. 35.(3)The calculation results can provide theoretical basis for the railway tunnel design equations;partial coefficient code revision.

Research conclusions:(1)New practical limit states design equations of railway tunnel are established.(2)Newoptimization principles and determination methods of partial coefficients are provided.(3)Partial coefficients for the loads of railway tunnel composite lining，in good accordance with target reliability index，are obtained through practical examples. (4)The research results can be directly used to guide the design of the tunnel composite lining and guide to revise the Code for Design on Tunnel of Railway.

Research conclusions:(1)In probability action effects analysis of the supporting structure of the tunnel using Monte-carlo statistical characteristics of stochastic finite element method，it can select a random sample of 10，000 times to simulate variable;(2)The coefficient of variation of composite lining effect and coefficient of variation of load are roughly equal;(3)Action effects can be obtained by histogram accepted normal distribution and hypothesis testing;(4)By analyzing the basic random variable degree of influence on the action effects，the equivalent collapse is the most important factor affecting the height of primary support and secondary lining axial force，followed by the thickness of the structure and the elastic modulus of the material，and the biggest impact of eccentricity is the elastic reaction coefficient, in future work should strengthen the study of rock pressure and elastic reaction cofficient;(5)The calculation results can provide theoretical basis for the railway tunnel design code revision.

Research conclusions:(1)The direct lightning stroke will be led into the substation when the lightning strikes the overhead return line if it’S lnstalled t00 high arid the arrester Wlll be destroyed if the Overhead feeder hne lsn’t installed incoming protection line. (2)Some proposals can improve the substation’s lightning protection lever, such as installing the incoming lightning protection line of the feeder, strengthening the grounding line，researching the bus一bar protection relay，and so on.(3)The research results are mainly used for optimization program and design fields on the traction substation lightning protection.

Research conclusions:(1)Because the capital is used in the two years before the start of railway construction，the comprehensive development revenue is acquired after the completion of the railway，the development proceeds cannot be directly used for capital in the project. (2)The development proceeds can be used to compensate for operating cash flow of the project.(3)If the development proceeds are enough，they will return as other railway project capital investment, to meet the investment requirements with more construction projects and more relaxed construction schedule.(4)The research results are of great significance to study the comprehensive development project in other regions and projects.

Research conclusions:(1)The paper expounds the railway station renovation project is combined with history protection and innovation. It is the key problem needed to be solved that is the reasonable choice of subway stations and the construction methods. Furthermore，realizing transfer function and ensuring the railway operation safe are the main purposes. (2)The detailed exploration of underground is necessary. The subway tunnel should implement the whole section grouting to stop water and tube shed measure.Additionally，strengthening the monitoring of environment，information construction and dynamic analysis，early warning and feedback ，effectively controlling the underlying is necessary.(3)Taking timely measures to limit train speed and reinforce rail,effectively controlling the underlying settlement and project risk are significant for railway transportation hub renovation design and other similar projects.

Research conclusions:(1)The pre一condition of analyzing the use patterns of the existing route is to determine its functional orientation in the railway network. (2)There are mainly three ways for urban一suburban railway to utilize an existing railway line，including demolition and reconstruction，building a second line and building a new double一track line.(3)In the section of the shared route with existing line，it is quite necessary to analyze the current situation of the city and urban planning both at recent and in the long term. ( 4)The research results can provide references for other cities in cases of determining which way to choose when sharing route with the existing railway line.

Research conclusions:(1)This paper puts forward the design principles for station sidings on the base of the express/ slow metro train organization mode. (2)This paper proposes a variety of design schemes about the station sidings for the overtaking station，and after the comprehensive comparison，puts forward the station sidings schemes outside main line of double island and inside main line of double island to ensure the operation function.(3)It also puts forward many schemes and recommendations about the station sidings for the overtaking station，stop line station and turn一back station. ( 4)The research conclusions will be applied to the future design and implementation of the urban rail transit.

Research conclusions:(1)The electromagnetic radiation generated by train running on Nanjing一Gaochun intercity DC rail transit while it is in tunnel is shielded and will no longer pose a threat to the navigation facilities on board or on the ground.(2)After the lateral attenuation，the component corresponding radar and pointing beacon'.s operating frequency of electromagnetic radiation generated by the train at the tunnel portal decreases sharply. Especially to the ATC secondary radar, the interference component is lower than background values.(3)The conclusions above provide the technical basis for intercity rail transit line selection.

Research conclusions:(1)In the construction of rail transit, in order to intensive use of land，projects for depot with cover are increasing. Meanwhile，depot layout design is conditioned by it.(2)Design of outdoor comprehensive pipeline for depot needs to give full consideration to the effect of cover, and comprehensive pipeline of outdoor channel is planned in advance. At the moment of the preliminary design for cover, the interface of outdoor pipeline design must be clear， and the height and size for the key nodes of foundation beam for cover are controlled.(3)Numbers of outdoor pipeline for depot with cover are related with forms of development planning，Which mainly contain the domestic sewage pipe，rain pipe，power cable，etc.(4)The outdoor pipeline layout for cover depot is different from regular depot，such as the station drainage，road slope settings，line numbers，and so on .The design of outdoor pipeline layout for a cover depot should give full consideration to foundation beam of pipe laying，to consider the reserved of tower crane foundation，and the pipeline installation space for general layout，etc.(5)The research results can provide a reference for similar project of depot comprehensive outdoor pipeline design with cover.