The Cause of Formation and Bearing Capacity of the Foundation Soil in Changchun Downtown Area

Li Xiangqun; Yu Guangyuan

Jul. 2021

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Li Xiangqun, Yu Guangyuan. The Cause of Formation and Bearing Capacity of the Foundation Soil in Changchun Downtown Area[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2007, 21(1): 51-54.

Citation:

Li Xiangqun, Yu Guangyuan. The Cause of Formation and Bearing Capacity of the Foundation Soil in Changchun Downtown Area[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2007, 21(1): 51-54.

Li Xiangqun, Yu Guangyuan. The Cause of Formation and Bearing Capacity of the Foundation Soil in Changchun Downtown Area[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2007, 21(1): 51-54.

Citation:

Li Xiangqun, Yu Guangyuan. The Cause of Formation and Bearing Capacity of the Foundation Soil in Changchun Downtown Area[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2007, 21(1): 51-54.

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The Cause of Formation and Bearing Capacity of the Foundation Soil in Changchun Downtown Area

Jilin Architectural and Civil Engineering Institute, Changchun Jilin 130021 China

Received Date: 2006-12-07
Available Online: 2021-07-10

Abstract

Abstract

Based on the statistical data, the type of cause of formation of downtown foundation soil is discussed. The average value of physics mechanics index of the soil of each layer, and the relativity is studied. The bearing capacity is presented.
- index,
- relativity,
- bearing capacity