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《Industrial Construction》 2004-10
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Wang Zhiliang Li Yongchi(Engineering Science School,University of Science and Technology of China Hefei 230026) Zheng Mingxin(Institute of Bridge Road and Geotechnical Engineering, East China Jiaotong University Nanchang 330013) Yin Zongze(Institute of Geotechnical Engineering, Hohai University Nanjing 210098) Wu Kehai(Expressway Administration Bureau of Jiangxi Province Nanchang 330046)  
Finite element method can consider not only soil lateral deformation but also rheology during settlement calculation of highway, but the course is more numerous and not easily mastered by common engineering technicians. With a lot of nonlinear finite element method calculations, one settlement general modification formula is brought out, which may cause the e-lgp method to consider lateral deformation, then, based on the fact of secondary compression related to loadings, the absolute time coordinate system is suggested for secondary compression calculation, by the traditional secondary compression calculation formula is rectified. Thus, during the 1-D settlement calculation of highway, the thing that in consideration of rheology and lateral deformation can become reality when combined the above two sides. This thought can cause more accurate results and can be lightly mastered, so it has definite using value in practical engineering.
【CateGory Index】: U416.1
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