An Analytical Model For Residual Stress Prediction In Rebound Deformation Of The Foundation Pit

Do Minh Ngoc This email address is being protected from spambots. You need JavaScript enabled to view it.¹, Nguyen Thi Nu², Do Minh Tinh³, Bui Van Loi⁴, and Ngo Thi Thanh Huong⁴

¹University of Transport Technology, Viet Nam
²Ha Noi University of Mining and Geology, Viet Nam
³Ha Noi Architectural University, Viet Nam
⁴University of Transport Technology, Viet Nam

REFERENCES

1. [1] T. William Lambe. Stress path method. In Geotechnical Special Publication, number 118 II, pages 1195–1217, 2002.
2. [2] L. Bjerrum and O. Eide. Stability of strutted excavations in clay. Geotechnique, 6(1):32–47, 1956.
3. [3] Kun Chen, Shu Wang Yan, Li Qiang Sun, and Ya Wen Wang. Analysis of deformation of deep foundation pit under excavation unloading condition. Yantu Lixue/Rock and Soil Mechanics, 37(4):1075–1082, 2016.
4. [4] Storer J. Boone. Ground-movement-related building damage. Journal of Geotechnical Engineering,122(11):886– 896, nov 1996.
5. [5] Pio Go Hsieh and Chang Yu Ou. Shape of ground surface settlement profiles caused by excavation. Canadian Geotechnical Journal, 35(6):1004–1017, 1998.
6. [6] Min Yang and Jiandong Lu. A calculation of behavior of underpinning pile subject to excavation of deep foundation pit. Tongji Daxue Xuebao/Journal of Tongji University, 38(12):1730–1735, 2010.
7. [7] Chi Te Chang, Chieh Wen Sun, S. W. Duann, and Richard N. Hwang. Response of a Taipei Rapid Transit System(TRTS)tunnel toad jacent excavation. Tunnelling and Underground Space Technology, 16(3):151–158, 2001.
8. [8] Jian Yang. Influence on Metro Tunnel Structure caused by Foundation Pit Excavation considering Coupling Effect. Presenius Environmental Bulletin,28(6):4853–4857, 2019.
9. [9] F. Tavenas. Foundation engineering handbook: Book review. Canadian Geotechnical Journal, 13(2):182–187, 1976.
10. [10] James M. Duncan and Chin Yung Chang. Nonlinear analysis of stress and strain in soils. In Geotechnical Special Publication, number 118 II, pages 1347–1371, 2002.
11. [11] S.K.BoseandN.N.Som. Parametric study of a braced cut by finite element method. Computers and Geotechnics, 22(2):91–107, 1998.
12. [12] Richard J. Finno and Indra S. Harahap. Finite element analyses of HDR-4 excavation. Journal of Geotechnical Engineering, 117(10):1590–1609, oct 1991.
13. [13] Ping Li, Yu Min Chen, and Yang Shen. Simplified analysis method of pit rebound deformation. Jiefangjun Ligong Daxue Xuebao/Journal of PLA University of Science and Technology(Natural Science Edition),13(1):88–91, 2012.
14. [14] Y. Teng, J. Li, and S. Wang. Experimental study on the method of rebound and recompression deformation calculation in deep and large foundation design. In 18th International Conference on Soil Mechanics and Geotechnical Engineering: Challenges and Innovations in Geotechnics, ICSMGE2013, volume 4, pages 2873–2876, 2013.
15. [15] Jian Min Yang and Jia Li. Apractical method for calculating layer wise rebound at the bottom of foundation pit. Rock and Soil Mechanics, 35(5):1413–1421, 2014.
16. [16] Guo-Bin Liu and Xue-Yan Hou. Residual stress method on rebound deformation of excavation in soft ground. Underground Engineering and Tunnels, 2:2–7, 1996.
17. [17] Zheng Bin Xie and Feng Yu. Methods predicting the rebound deformation of foundation pit in soft soil area. Journal of ZheJiang Sci-Tech University, 35(3):479–485, 2016.
18. [18] Guo-Bin Liu and Xue-Yan Hou. Unloading modulus of Shanghai soft clay. Chinese Journal of Geotechnical Engineering, 18(6):18–23, 1996.
19. [19] Ling Rong Kong. Rebound deformation of foundation pits considering residual stress. Chinese Journal of Geotechnical Engineering, 32(7):79–82, 2010.
20. [20] Guang Song and Er Xiang Song. Selection of soil constitutive models for numerical simulation of foundation pit excavation. Engineering Mechanics, 31(5):86–94,2014.