The invention discloses a penetration soil layer original position elastic wave testing device which comprises a connecting link, an elastic wave damping block, two radiating bodies, two shells, two pThe invention discloses a penetration soil layer original position elastic wave testing device which comprises a connecting link, an elastic wave damping block, two radiating bodies, two shells, two ppth can be obtained. In addition, the device can simultaneously test the
wave speed of transverse
waves and longitudinal
waves, and be combined with static sounding so as to be convenient for the parepth can be obtained. In addition, the device can simultaneously test the
wave speed of transverse
waves and longitudinal waves, and be combined with static sounding so as to be convenient for the parallel testing and the intercomparison of various
soil indicators.allel testing and the intercomparison of various
soil indicators.iezoelectric
ceramic annular vibration generators, a tapered penetrating head, a probe connecting part and two
signal wires. The penetration soil layer original position elastic wave testing device caiezoelectric
ceramic annular vibration generators, a tapered penetrating head, a probe connecting part and two
signal wires. The penetration soil layer original position elastic wave testing device can leave out the drilling step of the prior art so as to greatly reduce the testing cost. Meanwhile, the two piezoelectric
ceramic annular vibration generators which are separated by a
short distance an leave out the drilling step of the prior art so as to greatly reduce the testing cost. Meanwhile, the two piezoelectric ceramic annular vibration generators which are separated by a
short distance are arranged in the device. A testing frequency which is at least two orders of magnitude higher than the original position shock excitation is adopted so as to greatly enhance the testing accuracy andre arranged in the device. A testing frequency which is at least two orders of magnitude higher than the original position shock excitation is adopted so as to greatly enhance the testing accuracy andthe testing speed of the soil layer elastic
wave speed in the course of foundation perambulation, thereby the
regular pattern of change of the continuous soil layer elastic wave speed following the d the testing speed of the soil layer elastic wave speed in the course of foundation perambulation, thereby the
regular pattern of change of the continuous soil layer elastic wave speed following the de