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Featured researches published by Liu Run.


international conference on electric technology and civil engineering | 2011

Study on effect of vacuum preloading method improving hydraulic filled soft clay

Zhao Lizhi; Zhu Ping; Liu Run

Vacuum preloading is an effective method to improve the soft soil foundation. After vacuum preloading, the bearing capacity of the ground can reach to 80 kPa, which meets the design requirement for most of goods yards, warehouse, low-rise industrial and civil constructions. Vacuum preloading method is widely used to improve hydraulic filled soft clay in Tianjin Port. During vacuum preloading, the ground settlement along the depth, the lateral deformation of the area boundary and the pore water pressure in the soil are all necessary reference parameters to control construction procedure. Carrying out vane tests before and after vacuum preloading is another important measure to evaluate the improvement effect of vacuum preloading. Based on the practical experience of Tianjin Port, the monitoring measures and reference parameters which are generally used in the vacuum preloading are concluded. The soil foundation deformation and the effective stress increase during the vacuum preloading are simulated by numerical methodology.


Acta Mechanica Sinica | 2004

An FE analysis of reinforced subgrade under automobile loading

Yan Shuwang; Zhang Xinqiang; Liu Run

An FE analysis procedure was presented to predict the behavior of soil-geogrid interaction under automobile loading. The dynamic interactions between the transverse bars, the longitudinal ribs and the soil were simulated by a system consisting of nonlinear springs, dashpots and masses, to study the deformation properties of the reinforced soil. The equivalent stiffness and damping ratios could be determined with the shaking table. The dynamic responses of a reinforce subgrade were analyzed with the 3D finite element approach. This approach is programmed and applied to analyze the soil-geogrid interaction under dynamic loading. The comparative analysis of the response of the reinforced subgrade and that of the subgrade without reinforcement shows that the geogrid placed at the bottom of the base layer may effectively reduce the accumulative plastic deformation due to the cyclic automobile loading.


Journal of Tianjin University | 2005

Improvement of the Method for Marine Pipeline Upheaval Analysis under Thermal Stress

Liu Run


Journal of Hydraulic Engineering | 2004

Case study on consolidation of soft foundation by means of vacuum preloading

Liu Run


Archive | 2017

It is inside from thick wall composite cylinder type basis of taking device that breaks ground

Lian Jijian; Liu Run; Yan Xiang


Archive | 2017

Belt wheel stickleback mine anchor

Liu Run; Wu Qunan; Lian Jijian; Ding Hongyan; Wang Le


Archive | 2017

A foot stall device for ocean static sounding

Liu Run; Guo Shaozeng; Zhang Puyang; Lian Jijian


Archive | 2017

Cyclic annular base apparatus of marine wind power suction formula

Liu Run; Chen Guangsi; Lian Jijian; Zhang Puyang


Archive | 2017

Automatic deep sea soil investigation foot stall device of rightting gasbag in area

Liu Run; Guo Shaozeng; Lian Jijian; Yan Xiang


Archive | 2017

Coastal waters soil investigation synthesizes platform with detection

Lian Jijian; Liu Run; Guo Shaozeng; Yan Xiang

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Wan Jun

China National Offshore Oil Corporation

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Guan Pei

China National Offshore Oil Corporation

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Li Xiangyun

China National Offshore Oil Corporation

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Xiao Hui

China National Offshore Oil Corporation

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