scholarly journals Analysis of the Influence of High-speed Railway Engineering Construction Management on Enterprise Innovation Management Performance

Author(s):  
Xiang Xiao ◽  
Wenzhuo Wei
2021 ◽  
Vol 283 ◽  
pp. 02012
Author(s):  
Ni Xiuyong

In order to provide data support for engineering construction, this paper proposes to study the construction of information platform of settlement deformation observation data. In this paper, the information platform for observation data is established based on the settlement deformation data of Zhengzhou-Jinan high-speed railway. The results show that the settlement deformation observation platform in this paper can effectively integrate the data and ensure the accuracy of the data. This paper sets an example for the future research on the construction of information platform of high-speed railway settlement.


2020 ◽  
Vol 165 ◽  
pp. 04031
Author(s):  
Xia Liyu ◽  
Li Xin ◽  
Meng Weixuan

It is of great significance to evaluate the implementation effect of major engineering innovation management and summarize the successful or failed experience of major engineering innovation management for the smooth development of major projects in the future. We select the representative Beijing Shanghai high speed railway project, Ultra-high voltage project, Three Gorges project and Ten major aircraft project as examples to summarize the methods and effects of innovation management of major projects, and build the evaluation system of innovation management of major projects from two main dimensions of innovation management mode and innovation management mechanism to visually evaluate the effect of innovation management of major projects. The research results show that the evaluation system proposed by us has good applicability to major project innovation management, and visual display can reveal the evaluation results more intuitively.


2012 ◽  
Vol 446-449 ◽  
pp. 1989-1992
Author(s):  
Yun Long Shangguan ◽  
Qing Wang ◽  
Cen Cen Niu ◽  
Ke Wang ◽  
Yan Ge Zhang

With the high speed railway construction in our country, the launch of the railway engineering will inevitably lead to all kinds of engineering geological problems, resulting in the construction and operation of landslides, sudden gushing mud, rock blasting and other diseases. So with geological environment and engineering geological conditions of the station tunnel excavation , analysis and evaluate the influence of the engineering geological conditions of the tunnel, put forward the measures and suggestions for the engineering, and provide the basis for tunnel design and construction .


2013 ◽  
Vol 726-731 ◽  
pp. 4065-4068 ◽  
Author(s):  
Tao Ma ◽  
Tian Juan Gao

Through analyzing environment and geological characteristics along the Beijing-Shanghai high-speed railway construction, and by researching main methods of construction management, it sums up some experience on organization structure, research of environmental protection, management system etc. Meanwhile, perfect suggestions on environmental protection training and supervision reformation was putted forward.


2011 ◽  
Vol 90-93 ◽  
pp. 656-661
Author(s):  
Hong Bin Xiao ◽  
Yue Wang

In China high-speed railway engineering practice, embankment settlements calculated values were often greatly different to the measured values, which may result from the stresses distribution under the embankment usually simplified. According to this issue, the elastic embankment method was introduced, the stresses under various embankment were calculated, the influence factors of the stresses values and distribution were analyzed. The stresses calculated by elastic embankment method, proportional load form and uniform load form were compared with the measured stresses. The relationship among the four kinds of stresses was analyzed. The applicable conditions of the various calculation methods were put forward. If the ratio of embankment half surface width and height was less than 4.5, when the stresses calculated by uniform load form were multiplied by correction coefficient 1.15, they were tallied well with the measured stresses.


2020 ◽  
Vol 9 (5) ◽  
pp. 292
Author(s):  
Xinwen Ning ◽  
Qing Zhu ◽  
Heng Zhang ◽  
Changjin Wang ◽  
Zujie Han ◽  
...  

The spatial conflicts in the construction of high-speed railways not only reduce project efficiency, but also lead to serious accidents. To address these key issues, this paper presents a dynamic simulation method for constructions processes based on a virtual geographic environment. This approach can facilitate the identification of conflicts in the construction scheme through accurately expressing and analysing the intricate spatio-temporal relations among railway facility components, construction equipment and the surrounding environment. First, a high-precision virtual geographic scene in which the construction process and methods can be visualized and modelled intuitively is established with terrain, imagery, and engineering 3D models. Then, the overall construction processes can be accurately simulated by a sequential display of the railway components and the behaviour of construction equipment. To simulate the behaviour of construction equipment, the linkage relations between each joint of construction machinery are accurately modelled and animation control parameters are extracted. Finally, a construction simulation of a high-speed railway bridge was performed, and the experimental results show that the proposed method can provide a scientific basis for the optimization of complex engineering construction schemes, safety hazard assessments, and related full life cycle tasks.


Materials ◽  
2022 ◽  
Vol 15 (2) ◽  
pp. 532
Author(s):  
Qian Su ◽  
Zhixing Deng ◽  
Xun Wang ◽  
Wenyi Jia ◽  
Yunbin Niu

The experience needed to carry out engineering and construction in diatomaceous earth areas is currently lacking. This project studies the new Hang Shaotai high-speed railway passing through a diatomaceous earth area in Shengzhou, Zhejiang Province, and analyzes the hydrological and mechanical properties of diatomaceous earth on the basis of a field survey and laboratory. Moreover, a new antidrainage subgrade structure was proposed to address the rainy local environment, and field excitation tests were performed to verify the antidrainage performance and stability of the new subgrade structure. Finally, the dynamic characteristics and deformation of the diatomaceous earth roadbed were examined. The hydrophysical properties of diatomaceous earth in the area are extremely poor, and the disintegration resistance index ranges from 3.1% to 9.0%. The antidrainage subgrade structure has good water resistance and stability under dynamic loading while submerged in water. After 700,000 loading cycles, the dynamic stress and vibration acceleration of the surface of the subgrade bed stabilized at approximately 6.37 kPa and 0.94 m/s2, respectively. When the number of excitations reached 2 million, the settlement of the diatomaceous earth foundation was 0.08 mm, and there was basically negligible postwork settlement of the diatomaceous earth foundation. These results provide new insights for engineering construction in diatomaceous earth areas.


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