By Vadim G. Korneev, Ulrich Langer
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14. The result of G is also compared with the shear modulus calculated using Hardin & Drnevich (1972) model and the shear modulus obtained from the CSW measurement. 13 m/s) Vs Profile from Steady Stead Method (CSW) Fig. 13. A shear wave velocity profile of investigated soil at RTM Kelang site and comparison with the borehole log Shear Modulus (MPa) 0 5 10 15 0 1 2 3 4 Depth (m) 5 6 7 8 9 10 11 G Profile from Wavelet Ana lysis G Profile from Hardin & Drnevich (1972) Model G Profle from CSW Mea surement 12 13 14 15 Fig.
A shaft near the room connects to the ground surface and galleries including the main one. The lower galleries are flooded. The mine operation has already ceased. However, maintenance continues. The underground water that gushes out is pumped out to maintain the water level at 10 m below the main gallery. It is then chemically treated before discharge. Although the entrances of the room and the main gallery are usually closed, air can leak through openings in the doors. The surface entrance of the shaft is open, and air can pass freely in and out.
Kritski et al. (2007) proposed a mathematical model to establish a relationship between the continuous wavelet transform of a signal and its propagated counterpart in a dispersive and attenuating medium. Their results showed that the wavelet model is able to estimate both phase and group velocities, as well as the attenuation coefficient. In addition, Shokouhi et al. , detection and characterization of cavities and objects buried in the ground and characterization of layer interfaces, with respect to layer dipping and abrupt interface changes.
Approximate solution of plastic flow theory problems by Vadim G. Korneev, Ulrich Langer