1.   DMT MULTIPLE CHOICE QUESTIONNAIRE (ANSWERS)  !  !  

2. SANDS, SILTS, CLAYS (grains smaller vs membrane D=0.06 m). Clays: Cu = 10 -3 MPa to 1 MPa (marls) Moduli: M = 0.5 to 400 MPa Very robust, fast and easy penetration in soft rocks and hard soils PROVIDED sufficient pushing capacity (safe push on blade 25 ton) It can cross through GRAVEL layers  0.5 m Soils testable by DMT 1)Which types of soils are testable with the DMT:  All fine soils  All soils, including rock and gravel

3. STEP-by-STEP procedure: A, B (C) The pressure regulator must be able to supply a regulated output pressure of at least 7-8 Mpa (set the regulator so that the pressure supplied to the control unit is about 3 MPa). NB Before open the gas tank we have to ensure that the main valve and the micrometer flow valve are closed and the toggle vent valve is open. 2) Before connecting the pneumatic cable from the gas tank pressure regulator to the female quick connector of the control unit, the operator should assure that:  The main valve is open, the vent valve is open and the flow valve is closed  The main valve is closed, the vent valve is open and the flow valve is closed  The main valve is closed, the vent valve is closed and the flow valve is open  The main valve is open, the vent valve is open and the flow valve is open

4. Schematic DMT Test sequences Audio signal: Readings: ON OFF ON (OFF) ON A (p 0 ) B (p 1 ) C (p 2 ) 3) For each reading A, B and C, specify the transition of the audio-visual signal:  A pressure reading:  on-off  off-on  B pressure reading:  on-off  off-on  C pressure reading:  on-off  off-on

5. STEP-by-STEP procedure: A, B (,C) 1.Open the toggle vent valve to depressurize membrane. 2.Close micrometer flow valve (pressure supply). 3.Gives go-ahead to rig operator to advance one depth increment. 4.Write A and B. Immediately after B, follows 4 operations : 4) Order the 4 operations that the operator should perform immediately after the B pressure reading is taken: _C_ tell the penetrometer operator to advance to the next test depth _B_ close the flow vent valve _D_ write A and B readings (if no automatic acquisition available) _A_ open toggle vent valve

6. Recommended SDMT Test Sequence (DMT tests every 20 cm; Seismic test every 50 cm)  When both tests, DMT first;  If a DMT test has to be interrupted, the recommended moment is after the readings have been taken, just before advancing to the next test depth;  Seismic test useless before 1 m, (first seismic test recommended after 1.50 m) 5) If a DMT test has to be interrupted, when is the recommended moment to interrupt:  When the next test depth is reached, just before taking the readings  During penetration  After the readings have been taken, just before advancing to the next test depth the center of the 2 sensors is 0.5 m above DMT, so first sensor is at 0.25 m when DMT is at 1.0 m!

7. 6) When performing both DMT and seismic measurements at the same depth, in what order should they be done:  Seismic measurements first  DMT measurements first  In any order Recommended SDMT Test Sequence (DMT tests every 20 cm; Seismic test every 50 cm)  When both tests, DMT first;  If a DMT test has to be interrupted, the recommended moment is after the readings have been taken, just before advancing to the next test depth;  Seismic test useless before 1 m, (first seismic test recommended after 1.50 m) the center of the 2 sensors is 0.5 m above DMT, so first sensor is at 0.25 m when DMT is at 1.0 m!

8. On the membrane expansion rate… (Eurocode 7, 1997) - The time delay between end of pushing and start of inflation is 1-2 seconds -A reading should be typically obtained in 15 seconds from reaching the desired test depth -B reading should be typically obtained in 15 seconds after the A reading (The rate of pressure increase is very slow in weak soils and faster in stiff soils) NB: For longer cables the flow rate may have to to be reduced to allow pressure equalization along the cable! 7) When the blade has advanced to the desired test depth, just after the penetration has stopped, when should the operator start to inflate the gas:  Immediately after stopping penetration  After a pause of approx 15 sec

9. 8) When performing the DMT test, in approximately how much time should the A reading be taken:  As fast as possible  In about 1 minute  In exactly 15 seconds  In approximately 10-20 seconds after the blade has arrived to the test depth On the membrane expansion rate… (Eurocode 7, 1997) - The time delay between end of pushing and start of inflation is 1-2 seconds -A reading should be typically obtained in 15 seconds from reaching the desired test depth (even when using the automatic data acquisition) -B reading should be typically obtained in 15 seconds after the A reading (even when using the automatic data acquisition) (Inflate the membrane relatively fast up to about 70% of the expected pressure reading, then inflate slowly in proximity of the expected pressure) NB: For longer cables the flow rate may have to to be reduced to allow pressure equalization along the cable!

10. 9) When performing the DMT test, in approximately how much time should the B reading be taken:  As fast as possible  In about 1 minute  In about 10-20 seconds after the A-reading On the membrane expansion rate… (Eurocode 7, 1997) - The time delay between end of pushing and start of inflation is 1-2 seconds -A reading should be typically obtained in 15 seconds from reaching the desired test depth (even when using the automatic data acquisition) -B reading should be typically obtained in 15 seconds after the A reading (even when using the automatic data acquisition) (Inflate the membrane relatively fast up to about 70% of the expected pressure reading, then inflate slowly in proximity of the expected pressure) NB: For longer cables the flow rate may have to to be reduced to allow pressure equalization along the cable!

11. On the membrane expansion rate… (Eurocode 7, 1997) - The time delay between end of pushing and start of inflation is 1-2 seconds -A reading should be typically obtained in 15 seconds from reaching the desired test depth (even when using the automatic data acquisition) -B reading should be typically obtained in 15 seconds after the A reading (even when using the automatic data acquisition) (Inflate the membrane relatively fast up to about 70% of the expected pressure reading, then inflate slowly in proximity of the expected pressure) NB: For longer cables the flow rate may have to to be reduced to allow pressure equalization along the cable! 10) What is the smartest rate of inflation for the A and B pressure readings:  Inflate at a constant rate  There is no smart rate of inflation  Inflate the membrane relatively fast up to about 70% of the expected pressure reading, then inflate slowly in proximity of the expected reading

12. Automatic Acquisition of DMT readings 11) When using the automatic data acquisition for the DMT readings, what should the operator do if digital pressure gauge on the screen does not show zero pressure when the vent valve is open:  Take the readings on the mechanical pressure gauges  Stop the test  Click on the Zero Gauge button, to reset the zero of the pressure transducer

13. 11) When using the automatic data acquisition for the DMT readings, should the rate of inflation differ:  Yes, as fast as possible since the readings are taken automatically by the system  Follow the same recommendations as when no acquisition system is used  Any rate is acceptable On the membrane expansion rate… (Eurocode 7, 1997) - The time delay between end of pushing and start of inflation is 1-2 seconds -A reading should be typically obtained in 15 seconds from reaching the desired test depth (even when using the automatic data acquisition) -B reading should be typically obtained in 15 seconds after the A reading (even when using the automatic data acquisition) (Inflate the membrane relatively fast up to about 70% of the expected pressure reading, then inflate slowly in proximity of the expected pressure) NB: For longer cables the flow rate may have to to be reduced to allow pressure equalization along the cable!

14. C-Readings in sands Besides "normal" A & B readings, a third reading C - closing pressure - can also * be taken by slowly deflating the membrane just after B reading is reached. To perform the C-reading, there is only one difference in the normal test sequence: After B, open the slow vent valve instead of the fast toggle vent valve and wait  1 min until the pressure drops approaching the zero of the gage. At the instant the signal returns, take the C-reading. Note that, in sands, the value to be expected for C is a low number (usually < 100 - 200 kPa, i.e. 10 or 20 m of water). Corrected C- reading p 2 = C - Z M +  A 13) What is the main difference between performing only A and B readings rather than A, B and also the C reading:  Continue to inflate after B  After B, deflate with the slow vent valve instead of the fast vent valve  None of the above

15.  A &  B are used to correct the A & B readings into p 0 & p 1 (  TARES to be detracted)  A &  B must always be measured before and after each sounding Calibration is a good indicator of equipment condition, hence of quality of data A large difference between before/after  A &  B values should prompt a membrane change (usually apparent)  A and  B 14) When should the membrane calibration be done (multiple answers possible):  At each depth, before each DMT measurements  Just before inserting the blade in the ground and after extraction – in each sounding  At the end of the year  If a membrane is damaged, before continuing the test after membrane change

16. Inaccurate  A,  B are virtually the only potential source of DMT instrumental error; Any inaccuracy in  A,  B would propagate to all A, B of a sounding; Accurate  A,  B are necessary in soft soils (  liquid clays or liquefiable sands) where A, B are just a bit higher than  A,  B (correction  difference between similar numbers); Small inaccuracies in  A,  B are negligible in medium to stiff soils (  A,  B are a small part of A, B). Importance of accurate  A and  B 15) In which soils is the DMT calibration mostly critical, so that it should be taken with maximum accuracy:  In sands  In very stiff soils  In very soft soils, where the calibration readings are of the same order of magnitude of the DMT readings

17. 2_ Extendable cable (terminale male isolated to blade and a terminale female not directly connectable to control unit)  by using an extendable cable the operator may connect additional cable(s) as needed during the test  Cable leader (short adaptor removed when a new cable is added) Pneumatic-electric cables 3/4 start with extendable cable with cable leader (when using both) 16) When performing a deep DMT test, which requires to combine two pneumatic ‑ electric cables, how should the operator start the DMT test:  Using the full length of the two combined cables  Start with one cable then, when its length is not sufficient, add the second cable and continue the test  No difference

18. 2_ Extendable cable (terminale male isolated to blade and a terminale female not directly connectable to control unit)  by using an extendable cable the operator may connect additional cable(s) as needed during the test  Cable leader (short adaptor removed when a new cable is added) Pneumatic-electric cables 3/4 start with extendable cable with cable leader (when using both) 17) When performing a deep DMT test and combining an extendable pneumatic- electric cable with a non-extendable cable, which cable should the operator connect to the DMT blade:  The extendable cable  The non-extendable cable  No difference

19. Using the syringe apply 10 or more cycles of vacuum – pressure to verify sharpness of the electrical signal at the off and on inversions. If the signals inversions are not sharp, the likely reason is dirt between the contacts and the blade must be disassembled and cleaned. The parts of the instrument inside the membrane (disc, spring, metal cylinder…) must be kept perfectly clean to ensure proper electrical contacts. Cleaning inside the blade NO NEED to clean periodically (day, week...) but only after damage (or dirt inside). 18) How many times should the operator clean the inner part of the blade:  Every day  Once a week  Every 10 tests  After the membrane is cut or when dirt is inside the blade

20. C readings Sand, silt It is possible the determination of the pre-insertion equilibrium pore pressure Clay Only in sandy, silty layers the closing pressure approximates u 0 19) How is it possible to obtain the equilibrium pore water pressure with the DMT:  Performing a dissipation test  Performing C-readings in all soils  Performing C-readings in sands  It is not possible

21. INITIAL values of  A,  B (before inserting the blade) must be in the ranges:  A = 5 - 30 kPa  B = 5 - 80 kPaIf not, replace the membrane before testing. FINAL values of  A,  B The change of  A or  B between beginning and end of sounding must be  25 kPa |(  A) finale - (  A) iniziale |  25 kPa |(  B) finale - (  B) iniziale |  25 kPaIf not, test results must be discarded. TYPICAL values of  A,  B  A = 15 kPa  B = 40 kPa Acceptance values of  A and  B (Eurocode 7, 1997) 20) When should the DMT membrane be replaced (multiple answers possible):  When there is a large difference between before/after  A &  B values  After 10-15 DMT Tests  When initial values of  A,  B (before inserting the blade) are not in the ranges:  A = 5-30 kPa  B = 5-80 kPa  When the membrane is not clean  When the membrane is not free of wrinkles or deep scratches  When the membrane does not expand smoothly, without popping or snapping sounds

22. Time (min) total contact horizontal stress σ h (kPa) (not feasible in sandy silt, sand or gravel) (Totani, Calabrese & Monaco,1998) Dissipation test: estimation of in situ consolidation and permeability coefficient Clay and Silt in which the excess pore water pressure induced by the blade penetraton dissipates over a period of time greater than required one for the DMT test 21) What is the aim of the DMT dissipation test:  To obtain the equilibrium pore water pressure  To estimate the vertical effective stress  To estimate in situ the Consolidation and Permeability Coefficients

23. 22) In which kind of soil is the DMT dissipation test possible:  Only silt  Silt and Sand  Only clay and silts with a low permeability  In all soils Time (min) total contact horizontal stress σ h (kPa) (not feasible in sandy silt, sand or gravel) (Totani, Calabrese & Monaco,1998) Dissipation test: estimation of in situ consolidation and permeability coefficient Clay and Silt in which the excess pore water pressure induced by the blade penetraton dissipates over a period of time greater than required one for the DMT test

24. 23) For settlements calculation using “DMT Settlement” Program, which input file is needed? .doc .xls .UNI -Graphs -Tabular Output -Report.UNI file = Input for all subsequent software DMT Settlements Laterally loaded piles (.dos) CPTe-IT (Robertson) 3 rd party Software SDMTElab “DMT Settlements” program downloadable: www.marchetti-dmt.it/software/indexUpdate.htm