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SENSOR DAN INSTRUMENT SIPIL GEOTEKNIK DAN MONITORING

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SENSOR DAN INSTRUMENT SIPIL GEOTEKNIK DAN MONITORING
SENSOR DAN INSTRUMENT SIPIL GEOTEKNIK DAN MONITORING
Indonesia
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    PRESSUREMETER Model G-AM II

    PRESSUREMETER Model G-AM II

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    PRESSUREMETER TEST RESULTS
    An in-situ stress-strain curve is obtained by plotting the in-
    jected volume against pressure.
    The limit pressure PL is the pressure at which failure occurs,
    and it reflects directly the bearing capacity:

    Qa = ( C/ F) Ã PL
    where: Qa = Allowable bearing capacity
    SPECIFICATIONS
    C = Shape factor
    CONTROL UNIT F = Safety factor
    Pressure gauge accuracy ± 1% F.S.
    The modulus of deformation E used to calculate settlement
    Volume scale resolution ± 0.1 cc ( by-pass)
    is given by:
    ± 5 cc ( normal)
    Max. working pressure 10 000 kPa E = ( 1 + ½ ) 2V( â P/ â V)
    Pressure supply Compressed nitrogen
    where: ½ = Poissonâ s ratio
    PROBE
    V = Cavity volume at the middle
    Diameter 44 mm 58 mm 70 mm
    of the elastic zone
    ( AX) ( BX) ( NX)
    Length 84 cm 70 cm 70 cm
    â P/ â V = Pressure variation dependent
    Weight 4.5 kg 4.3 kg 6.4 kg on volume variation
    instrumentasi-sipil
    Contact Person: FIkri( 0812 800 69 024, 0813 9929 1909, 0817 6700 726, 0815 1963 9621, 0815 614 1954)
    Address: Jl. Pahlawan Revolusi No 22B
    Tel.+ 62-21-8611 259, 8611 131, 8611 212, 8611 444, 8611 449
    Fax: + 62-21-8611 207.
    EMAIL: instrumentasi.sipil@ gmail.com


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