The most significant changes were in the northeastern and southwestern QTP, where discontinuous permafrost, island permafrost, and seasonally frozen ground are presented.
In this paper, the results of a parametric study on groundwater drawdown-induced surface settlement during tunneling in water-bearing ground are presented.
Representative data, including time histories of accelerations and excess pore pressure ratios that characterize the important aspects of soil pile interaction in liquefying ground are presented.
Seven principles which can lead to making the right judgment and decision with regards to rock support design in burst-prone ground are presented in this paper.
In this paper, the design, assembly, qualification tests of the PSD and some of the performance measured on the ground are presented in detail.
The dispersion characteristics of the propagating modes of vibration in the track and the ground are presented and the excitation of vibration in the ground via the track is discussed in relation to these propagating wavenumbers.
An analytical model for a compliant non-pneumatic tire on frictionless, rigid ground is presented.
A dynamics model of the robot-ground system taking into account properties of soft ground is presented.
A representative example of the problems associated with the excavation and support of tunnels in karst ground is presented.
