Abstract: Full-scale field tests were performed to study the behavior of two steel H-piles jacked into dense sandy soils. The maximum embedded length of the test piles was over

Abstract: An experimental investigation was carried out upon spark discharge generated transient cavities undergoing motion in the neighborhood of a rigid cylinder, in order to investigate the interaction ...

Abstract: An overlying sand layer combined with a concrete arch operates as a buffering structure for dealing with rockfall disasters in tunnel construction, especially through karst and weak strata. However, the buffering effect ...