Acoustic penetrometer for subsoil investigation

A quasi-static cone penetrometer for subsoil investigation by simultaneously generating three sets of data, namely cone tip penetration resistance, friction sleeve resistance, and acoustical information, all as a function of depth, said penetrometer comprising

• a body assembly with a substantially smooth cylindrical outer surface and terminating in a cone at its lower end, said body assembly having
• a cone tip,
• a friction sleeve immediately above said cone tip, with an outer surface forming part of said smooth cylindrical outer surface,
• rod means for advancing said body assembly into soil,
• a tip load cell joined to said tip,
• a friction load cell joined to said friction sleeve, said friction load cell and said tip load cell being joined to said rod means.
• an acoustic transducer in contact with said tip responsive to acoustical input generated by the tip moving through the soil, and
• leads from each of said load cells and from said acoustical transducer, extending up through said body assembly to the upper end of said penetrometer.

A quasi-static cone penetrometer for subsoil investigation by simultaneously generating three sets of data, namely cone tip penetration resistance, friction sleeve resistance, and acoustical information, all as a function of depth, said penetrometer comprising

• a body assembly with a substantially cylindrical outer surface and terminating in a cone at its lower end, said body assembly having
• a cone tip,
• a friction sleeve immediately above said cone tip, with an outer surface forming part of said cylindrical outer surface, said surface having an annular recess therein,
• rod means for advancing said body assembly into soil,
• a tip load cell joined to said tip,
• a friction load cell joined to said friction sleeve, said friction load cell and said tip load cell being joined to said rod means,
• an acoustic transducer in said annular recess and insulated from said friction sleeve, responsive to acoustical input generated by the sleeve moving through the soil, and
• leads from each of said load cells and from said acoustical transducer, extending up through said body assembly to the upper end of said penetrometer.

A quasi-static cone penetrometer for subsoil investigation by simultaneously generating three sets of data, namely cone tip penetration resistance, friction sleeve resistance, and acoustical information, all as a function of depth, said penetrometer comprising

• a body assembly with a substantially smooth cylindrical outer surface and terminating in a cone at its lower end, said body assembly having
• a cone tip,
• a friction sleeve immediately above said cone tip, with an outer surface forming part of said smooth cylindrical outer surface,
• acoustic attenuation means between said cone tip member and said friction sleeve for substantially insulating them acoustically from each other,
• a tip load cell having an inner bore,
• acoustical-dampening means interposed between said cone tip and said tip load cell for joining them while insulating them acoustically from each other while transmitting to said tip load cell the resistance of the soil to the movement of said cone tip thereinto,
• an annular friction load cell around said tip load cell and within said friction sleeve, with an upper end connected to said tip load cell while the remainder is spaced away from it and a lower end secured to said friction sleeve,
• a microphone in said tip responsive to acoustical input generated by the tip moving through the soil,
• sound barrier means holding said microphone firmly in place in said tip, said sound barrier means, said acoustic attenuation means, and said acoustical dampening means substantially isolating said microphone from said tip load cell and from said friction sleeve, and
• leads from each of said load cells and from said microphone, extending up through said bore to the upper end of said penetrometer.

A quasi-static cone penetrometer for subsoil investigation by simultaneously generating three sets of data, namely cone tip penetration resistance, friction sleeve resistance, and acoustical information, said penetrometer comprising

• a body assembly with a substantially smooth cylindrical outer surface and terminating in a cone at its lower end, said body assembly having
• a cone tip member having a cone vertex at the bottom end and a conical outer surface extending upwardly from the vertex to said smooth cylindrical outer surface,
• a friction sleeve immediately above said cone tip and having an outer surface forming part of said smooth cylindrical outer surface,
• acoustic attenuation means between said cone tip member and said friction sleeve for substantially insulating them acoustically from each other,
• a core ring having an inner bore and a load cell portion with a tip-responsive strain gauge mounted thereto,
• acoustical-dampening means interposed between said cone tip member and said core ring for insulating them acoustically from each other while transmitting to said strain gauge the resistance of the soil to the movement of the tip thereinto,
• an intermediate friction load cell sleeve around said core ring with its upper end connected to said core ring and the remainder spaced away from it and its lower end secured to said friction sleeve, said intermediate sleeve having a load cell portion with a friction strain gauge for sleeve friction measurement, supported thereon and responsive to the friction of said friction sleeve relative to the soil,
• a microphone in said tip responsive to acoustical input generated by the tip moving through the soil,
• sound barrier means holding said microphone firmly in place in said tip, said sound barrier means, said acoustic attenuation means, and said acoustical dampening means substantially isolating said microphone from said core ring and said friction sleeve, and
• leads from each of said straing gauges and from said microphone, extending up through said bore to the upper end of said penetrometer.

A quasi static cone penetrometer system for subsoil investigation by simultaneously generating three sets of data, namely cone tip penetration resistance, friction sleeve resistance, and acoustical information, all as a function of depth, said penetrometer comprising

• a body assembly with a substantially smooth cylindrical outer surface and terminating in a cone at its lower end, said body assembly having
• a cone tip,
• a friction sleeve immediately above said cone tip, with an outer surface forming part of said smooth cylindrical outer surface,
• rod means for advancing said body assembly into soil,
• a tip load cell joined to said tip,
• a friction load cell joined to said friction sleeve, said friction load cell and said tip load cell being joined to said rod means,
• an acoustic transducer in contact with said tip responsive to acoustical input generated by the tip moving through the soil,
• leads from each of said load cells and from said acoustical transducer, extending up through said body assembly to the upper end of said penetrometer and thence to ground level,
• a preamplifier at ground level connected to the lead from said acoustical transducer for amplifying the signal therefrom,
• a linear potentiometer at ground level connected to said penetrometer for developing a depth of penetration signal and having a lead for carrying that signal,
• an X-YY recorder at ground level connected to the lead from said potentiometer and to the leads from each said load cell, and
• signal recording means for simultaneously recording on a single medium the signals from each said load cell, said acoustic transducer preamplifier, and said potentiometer.

A method of subsoil investigation to determine the engineering properties of various soil, comprising

• driving into the subsoil at a constant rate of speed a penetrometer having a cone tip with a microphone therein and a friction sleeve, while
• simultaneously generating electric signals corresponding to cone tip resistance, friction sleeve resistance, and sounds resulting from the soil grains near the cone tip sliding and rolling over one another and sliding and rolling over the penetrometer cone tip, and while also
• simultaneously generating a depth-of-penetration signal coresponding to the depth of the cone tip,
• transmitting the four resulting signals to a data acquisition system,
• utilizing the sounds signal obtained from the subsoil in conjunction with the depth-of-penetration signal to determine the grain size at each depth, and
• then utilizing the grain size information and the tip and friction sleeve resistances to determine engineering properties of the soil.

A method of subsoil investigation to determine the engineering properties of various soil, comprising

• driving into the subsoil at a constant rate of speed a penetrometer having a cone tip with a microphone therein and a friction sleeve, while
• simultaneously generating electric signals corresponding to cone tip resistance, friction sleeve resistance, and sounds resulting from the soil grains near the cone tip sliding and rolling over one another and sliding and rolling over the penetrometer cone tip, and while also
• simultaneously generating a depth-of-penetration signal corresponding to the depth of the cone tip,
• transmitting the four resulting signals to a data acquisition system, and
• recording the four signals simultaneously on recording medium.