Su Chao, Jiang Hongdao, Tan Enhui. An inverse analysis method for foundation parameters and its application based on viscoelastic foundation beam computation[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(2): 186-189.
Citation:
Su Chao, Jiang Hongdao, Tan Enhui. An inverse analysis method for foundation parameters and its application based on viscoelastic foundation beam computation[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(2): 186-189.
Su Chao, Jiang Hongdao, Tan Enhui. An inverse analysis method for foundation parameters and its application based on viscoelastic foundation beam computation[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(2): 186-189.
Citation:
Su Chao, Jiang Hongdao, Tan Enhui. An inverse analysis method for foundation parameters and its application based on viscoelastic foundation beam computation[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(2): 186-189.
College of Water Conservancy and Hydropower Engineering Hohai University Nanjing 210098 College of Civil Engineering Hohai University Nanjing 210098 Nanjing Institute of Municipal
In the paper, based on viscoelastic foundation beam algorithm, making use of the measured settlement values of all monitoring points during the construction process of lock on soft foundation, viscoelastic parameters of foundation are inverted with direct inverse analysis method. Example shows that the inverse analysis method is stable and efficient. The whole process of excavation,construction and operation in a project can be simulated well with simulating computation in which the supplied parameters are used.