Pressuremeter Test (PMT) Flashcards

1
Q

A ______________is a narrow shaft bored in the ground, either vertically or horizontally.

A

borehole

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2
Q

The pressuremeter is an ___________ test conducted in a borehole.

A

in situ

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3
Q

Pressurementer was originally developed by ______________ to measure strength and ____________________ of soil.

A

Menard, deformability

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4
Q

Pressuremeter test has been adopted by ASTM as Test Designation _____

A

4719

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5
Q

The Menard Type PMT has a probe with three ___________. The top and bottom are _____________ and the middle one is _______________.

A

cells, guard cells, measuring cell

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6
Q

Pressuremeter test is conducted in a prebored hole with a diameter between _______ and ______ the nominal diameter of the probe.

A

1.03, 1.2

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7
Q

The guard cells in a pressuremeter are expanded to reduce the end - condition effect on the measuring cell which has a volume of _______ cm^3.

A

535

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8
Q

The probe of a pressuremeter that is commonly used has a diameter of ____ mm and a length of ______ mm

A

58, 420

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9
Q

In pressuremeter test, the soil is considered to have failed when the total volume of the expanded cavity (V) is about _______ the volume of the original cavity.

A

twice

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10
Q

The results of the pressuremeter test are expressed in the graphical form of _________ versus ________________.

A

pressure, volume

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11
Q

The ________ reperesents the RELOADING portion during which the soil around the borehole is pushed back into its initial state ( the state it was in before drilling).

The pressure Po, in the graph represents in situ ________________ stress.

A

Zone I

horizontal

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12
Q

Zone II represents a ______________ zone in which the cell volume versus cell pressure is practically linear.

A

pseudoelastic

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13
Q

_______________ pressure is the maximum effective vertical overburden stress that a particular soil sample has sustained in the past.

A

Preconsolidation

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14
Q

The zone marked III is the _________ zone.

The pressure ____ reperesents the limit pressure

The pressuremeter modulus, Ep, of the soil is determined with the use of the theory of ____________of an infinitely thick cylinder.

A

plastic

pl

expansion

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15
Q

The pressuremeter modulus can be solved using the formula

Ep=

the poisson’s ratio in pressuremeter may be assumed to be _______

A

Ep= 2 (1+Us)(Vo + vm) (delta p/delta v)

0.33

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16
Q

In pressuremeter test, the limit pressure, pl is usually obtained by ___________ and not by direct measurement

A

extrapolation

17
Q

In order to overcome the difficulty of preparing the borehole to the proper size, ____________________ has also been developed.

A

Self - boring pressuremeters (SBPMT)

18
Q

Typical values for Np in finding the undrained shear strength in a pressuremeter test is ___________.

19
Q

The primary parameter measured in a pressuremeter test that helps determine soil deformability.

A

Pressure and Volume

20
Q

The type of soil property estimated using the slope of the elastic portion of the pressure-volume curve.

A

Elastic Modulus

21
Q

The type of material (soil or rock) in which a pressuremeter test is most commonly conducted.

A

Soil and Soft Rock

22
Q

The type of foundation design parameter that can be estimated using pressuremeter test results.

A

Bearing Capacity

23
Q

The theoretical concept that explains the expansion of a cavity in soil under pressure.

A

Cavity Expansion Theory

24
Q

Soil Types Where PMT is Less Effective

A

Highly collapsible soils, Very hard, dense soils and intact rock, Highly organic soils (peat)

25
Correlations between soil parameters and the results obtained from the pressuremeter tests have been developed by various investigators. Kulhway and Mayne (1990) proposed that, for CLAYS, the preconsolidation pressure is O'c =
O'c = 0.45pl O'c = preconsolidation pressure
26
In order to conduct a test, the _____________ volume, Vo, is measured and the probe is inserted into the borehole. Pressure is applied in increments and the new volume of the cell is measured. The process is continued until the soil _______ or until the ________ limit of the device is reached.
measuring cell, fails, pressure
27
28
On the basis of cavity expansion. Baguelin et. al proposed that Cu =
Cu = (pl-po)/Np Np = 1 + ln (Ep/3Cu)
29
Typical values of Np vary between ____ and 12 with an average of about _______. Clay Ep(kN/m^2) = Sand Ep (kN/m^2) =
5, 12, 8.5 1930 N60^0.63 908 N60^0.66