Author:
Zhang Wengang,Liu Hanlong
Reference43 articles.
1. Wen, D. Z., & Lin, K. Q. (2002). The effect of deep excavation on pore water pressure changes in the Old Alluvium and under-drainage of marine clay in Singapore. In Geotechnical Aspects of Underground Construction in Soft Ground.
2. Goh, A. T. C., & Zhang, W. G. (2014). An improvement to MLR model for predicting liquefaction-induced lateral spread using multivariate adaptive regression splines. Engineering Geology, 170, 1–10.
3. Sharma, J. S., Hefny, A. M., Zhao, J., & Chan, C. W. (2001). Effect of large excavation on deformation of adjacent MRT tunnels. Tunnelling and Underground Space Technology, 16(2), 93–98.
4. Terzaghi, K., & Peck, R. B. (1967). Soil mechanics in engineering practice. John Wiley & Sons.
5. Ou, C. Y., Hsien, P. G., & Chiou, D. C. (1993). Characteristics of ground surface settlement during excavation. Canadian Geotechnical Journal, 30, 758–767.