Your selections:
An Innovative Driven Soil Nail (x-Nail): A Promising Alternative to Conventional Soil Nails
- Bhuiyan, Mohammad Zahidul I., Wang, Shanyong, Carter, John P., Raka, Tabassum M.
Centrifuge model testing of Loess landslides induced by excavation in Northwest China
- Zhang, Shuo, Pei, Xiangjun, Wang, Shanyong, Huang, Runqiu, Zhang, Xiaochao
Bayesian updating for progressive excavation of high rock slopes using multi-type monitoring data
- Sun, Yang, Huang, Jinsong, Jin, Wei, Sloan, Scott William, Jiang, Qinghui
- Rahimzadeh, Ali, Tang, Waiching, Sher, Willy
Forensic investigation of a slurry wall failure: a case study
- Nejad, Behrooz Ghahreman, Osborne, Trevor, Carter, John P.
Numerical investigation of the failure of a building in Shanghai, China
- Chai, Jinchun, Shen, Shuilong, Ding, Wenqi, Zhu, Hehua, Carter, John
Trench stability under bentonite pressure in purely cohesive clay
- Li, A. J., Merifield, R. S., Lin, H. D., Lyamin, A. V.
Isogeometric boundary element method for the simulation of underground excavations
- Beer, G., Marussig, B., Duenser, C.
A case study of ground response due to diaphragm wall installation
- Li, A.-J., Lin, H.-D., Merifield, R. S., Lyamin, A. V.
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