Your selections:
Kinematic response of end-bearing piles in saturated soil to seismic SH-waves
- Zheng, Changjie, Kouretzis, George, Ding, Xuanming
Seismic response of end-bearing piles in saturated soil to P-waves
- Zheng, Changjie, Kouretzis, George, Ding, Xuanming
Kinematic seismic response of end-bearing piles to S-waves
- Zheng, Changjie, Mylonakis, George, Kouretzis, George, Luan, Lubao
- Zheng, Changjie, Kouretzis, George, Ding, Xuanming, Luan, Lubao
Geotechnical and structural stochastic analysis of piled solar farm foundations
- Kelly, Richard, Huang, Jinsong, Poulos, Harry, Stewart, Mark G.
A new large step-tapered hollow pile and its bearing capacity
- Jiang, Song, Huang, Ming, Fang, Tao, Chen, Wei, Shangguan, Xing
Vertical vibration of piles in viscoelastic non-uniform soil overlying a rigid base
- Gan, Shishun, Zheng, Changjie, Kouretzis, George, Ding, Xuanming
Effect of geometric nonlinearity on the ultimate lateral resistance of piles in clay
- Zhao, Zihao, Kouretzis, George, Sloan, Scott W., Gao, Yufeng
Non-axisymmetric response of piles in low-strain integrity testing
- Zheng, C., Liu, H., Ding, X., Kouretzis, G. P., Sloan, S. W., Poulos, H. G.
A revised solution for the horizontal vibration of an end-bearing pile in viscoelastic soil
- Liu, Hanglong, Zheng, Changjie, Ding, Xuanming, Kouretzis, George P., Sloan, Scott W.
- Zhang, Chonglei, Jiang, Guanlu, Liu, Xianfeng, Buzzi, Olivier
Three-dimensional effects in low-strain integrity testing of piles: analytical solution
- Zheng, Changjie, Kouretzis, George P., Ding, Xuanming, Liu, Hanlong, Poulos, Harry G.
Serviceability limit state design of deep foundations
- Naghibi, F., Fenton, G. A., Griffiths, D. V.
Effect of loading direction on the ultimate lateral soil pressure of two piles in clay
- Georgiadis, K., Sloan, S. W., Lyamin, A. V.
Influence of dissolved inorganic nitrogen on accelerated low water corrosion of marine steel piling
Reliability analysis of beams on random elastic foundations
- Griffiths, D. V., Paiboon, J., Huang, J., Fenton, G. A.
Ultimate lateral pressure of two side-by-side piles in clay
- Georgiadis, K., Sloan, S. W., Lyamin, A. V.
Undrained limiting lateral soil pressure on a row of piles
- Georgiadis, Konstantinos, Sloan, Scott W., Lyamin, Andrei V.
The lattice Monte Carlo method for solving phenomenological mass and thermal diffusion problems
- Belova, Irina V., Murch, Graeme E., Fiedler, Thomas, Öchsner, Andreas
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