Title :
Survey data analysis and treatment of soft soil foundation road
Author :
Long Sichun ; Shu Qinghai
Author_Institution :
Hunan Univ. of Sci. & Technol., Xiangtan, China
Abstract :
According to the characteristic of soft soil foundation road, the basic principles of Vacuum-Heaped United Pre-compressed Technology were introduced, an improved construction method of soft soil foundation road was put forward, the functional relationship between the horizontal movement and vertical subsidence of soft soil foundation road boundary was deduced, which can help justify the correctness of the surveying data and predict the vertical movement deformation. An urban soft soil foundation road engineering was taken as an example. A single variable function model of horizontal movement and vertical subsidence was deduced based on its 36 periodical surveying data, and the predicted value and the measured value were consistent. The result suggests that the model is of considerable referential importance in soft soil foundation road engineering.
Keywords :
foundations; road building; horizontal movement; soft soil foundation road treatment; survey data analysis; vacuum-heaped united pre-compressed technology; vertical subsidence; Data analysis; Roads; Soil; Construction method; Horizontal movement; One-Dimensional linear relation; Soft soil foundation road;
Conference_Titel :
Mechanic Automation and Control Engineering (MACE), 2010 International Conference on
Conference_Location :
Wuhan
Print_ISBN :
978-1-4244-7737-1
DOI :
10.1109/MACE.2010.5536492