Method and equipment for the in situ determination of geotechnical parameters of a sandy soil

Claim 2

Method for the in situ determination of the load bearing characteristics of a sandy soil comprising the following phases: circumscribing, in situ, in the sandy soil, a sand sample having a tubular, cylindrical shape, with a predetermined external diameter, a predetermined internal diameter, and predetermined length; applying to said sample, in correspondence to its internal, cylindrical surface, a radial pressure of predetermined value; applying to said sample, in correspondence to its upper annular surface, an axial pressure, the value of which is made to increase to a value at which the sample ruptures; the load bearing characteristics being deduced from said value of axial pressure which causes the rupture, in combination with said values of the radial pressure and of the external and internal diameters of the sample.

Claim 3

Method for the in situ determination of the load bearing parameters of a sandy soil comprising the following phases: inserting in the sandy soil an initial, rigid, tubular part of predetermined diameter and predetermined length, inserting in the sandy soil a second, rigid, tubular part of predetermined diameter and predetermined length, in such a way as to circumscribe a cylindrical, tubular sand sample between the interior of the initial tubular part and the exterior of the second tubular part, removing sand contained in the interior of the second rigid, tubular part; inserting into the interior of said second rigid, tubular part an inflatable cylindrical part and inflating same to a predetermined value of pressure; extracting the second rigid, tubular part, so that said inflated cylindrical part applies to the internal, cylindrical surface of said sand sample a radial pressure of predetermined value; supporting, on the upper surface of the sand sample, a rigid, annular part; and adding weights having predetermined values to the annular part so as to apply to said sand sample a gradually increasing axial pressure until the rupture of said sample.

Claim 4

Method for the in situ determination of the load bearing parameters of a sandy soil comprising the following phases: inserting in the sandy soil an initial, rigid, tubular part of predetermined diameter and predetermined length, inserting in the sandy soil a second, rigid, tubular part of predetermined diameter and predetermined length, in such a way as to circumscribe a cylindrical, tubular sand sample between the interior of the initial tubular part and the exterior of the second tubular part, removing sand contained in the interior of the second rigid, tubular part; inserting into the interior of said second rigid, tubular part an inflatable cylindrical part and inflating same to a predetermined value of pressure; extracting the second rigid, tubular part, so that said inflated cylindrical part applies to the internal, cylindrical surface of said sand sample a radial pressure of predetermined value; supporting, on the upper surface of the sand sample, a rigid, annular part; and adding weights having predetermined values to the annular part so as to apply to said sand sample a gradually increasing axial pressure until the rupture of said sample.

Claim 5

Apparatus for the in situ determination of the load bearing characteristics of a sandy soil comprising: a body having a rigid, tubular part of predetermined internal diameter insertable to a predetermined length in the sandy soil; a first element having a rigid, tubular part of predetermined external diameter coaxial with and guided for translation with respect to the inside of said body, said tubular part of said first element being insertable into the soil so that a cylindrical, tubular sample is circumscribed between the interior of the tubular part of said body and the exterior of said tubular part of said first element; a second element having a cylindrical part with inflatable elastic walls of predetermined diameter, said second element being coaxial with and guided for translation on the inside of said body, said cylindrical part with elastic walls being insertable into the interior of said tubular part of said first element; means for inflating said cylindrical part so that the inflated cylindrical part supports the interior of the tubular sample upon withdrawal of said first element; a third element having a rigid, annular part located between said rigid, tubular parts, said third element being coaxial with and mounted for translation with respect to said body, said rigid, annular part being intended to rest on the surface of the sample; and means for exerting a gradually increasing force on said annular part to thereby subject said sample to an increasing axial pressure.

Claim 6

Apparatus for the in situ determination of the load bearing characteristics of a sandy soil comprising: a body having a rigid, tubular part of predetermined internal diameter insertable to a predetermined length in the sandy soil; a first element having a rigid, tubular part of predetermined external diameter coaxial with and guided for translation with respect to the inside of said body, said tubular part of said first element being insertable into the soil so that a cylindrical, tubular sample is circumscribed between the interior of the tubular part of said body and the exterior of said tubular part of said first element; a second element having a cylindrical part with inflatable elastic walls of predetermined diameter, said second element being coaxial with and guided for translation on the inside of said body, said cylindrical part with elastic walls being insertable into the interior of said tubular part of said first element; means for inflating said cylindrical part so that the inflated cylindrical part supports the interior of the tubular sample upon withdrawal of said first element; a third element having a rigid, annular part located between said rigid, tubular parts, said third element being coaxial with and mounted for translation with respect to said body, said rigid, annular part being intended to rest on the surface of the sample; and means for exerting a gradually increasing force on said annular part to thereby subject said sample to an increasing axial pressure.