Aas, G., Lacasse, S., Lunne, T. & Hoeg, K. 1986.
Use of In Situ Tests for Foundation Design in Clay. Proc. In Situ '86 ASCE
Spec. Conf. on "Use of In Situ Tests in Geotechnical Engineering".
Virginia Tech, Blacksburg, VA, June 23-25, 1986. ASCE Geotechn. Special Publ.
No. 6: 1.
Aas, G., Lacasse, S., Lunne, T. & Madshus, C. 1984.
In Situ Testing: New Developments. Norwegian Geotechn. Institute Publ. No.
153: 1-7.
ASTM Sub-Committee D18.02.10. 1986. Suggested Method
for Performing the Flat Dilatometer Test. Geotechn. Testing Journal, Vol. 9,
No. 2: 93-101. June.
Badu-Tweneboah, K., Bloomquist, D., Ruth, B. &
Miley, W. 1988. CPT and DMT Testing on Highway Pavements in Florida. Proc.
ISOPT-1, Orlando, FL, Vol. 2: 627-633. March.
Baldi, G., Bellotti, R., Ghionna, V. &
Jamiolkowski, M. 1988. Stiffness of Sands from CPT, SPT and DMT. ICE, Proc.
Penetration Testing in the UK. Univ. of Birmingham. Paper No. 42: 299-305.
July.
Baldi, G., Bellotti, R., Ghionna, V., Jamiolkowski, M.
& Lo Presti, D.C.F. 1989. Modulus of Sands from CPT's and DMT's. Proc. XII
ICSMFE, Rio de Janeiro, Vol. 1: 165-170. Aug.
Baldi, G., Bellotti, R., Ghionna, V., Jamiolkowski, M.,
Marchetti, S. & Pasqualini, E. 1986. Flat Dilatometer Tests in Calibration
Chambers. Proc. In Situ '86 ASCE Spec. Conf. on "Use of In Situ Tests in
Geotechn. Engineering". Virginia Tech, Blacksburg, VA, June 23-25, 1986.
ASCE Geotechn. Special Publ. No. 6: 431.
Baldi, G., Bellotti, R., Ghionna, V., Jamiolkowski, M.
& Pasqualini, E. 1985. "Penetration resistance and liquefaction of
sands". Proc. XI ICSMFE, S. Francisco, Vol. 4: p. 1891. Aug.
Bauer, G. & Tanaka, A. 1988. Penetration Testing of
a Desiccated Clay Crust. Proc. ISOPT-1, Orlando, FL, Vol. 1: 477-488. March.
Bechai, M., Law, K.T., Gragg, C.P.H. & Konrad, J.M.
1986. In Situ Testing of Marine Clay for Towerline Foundations. Proc. 39th
Canad. Geotechn. Conference on "In Situ Testing and Field Behavior".
Ottawa, Ontario, p. 115-119. Aug.
Bellotti, R., Bizzi, G., Ghionna, V., Jamiolkowski, M.,
Marchetti, S. & Pasqualini, E. 1979. Preliminary Calibration Tests of
Electrical Cone and Flat Dilatometer in Sand. Proc. 7th European Conf. on Soil
Mechanics and Foundation Engineering. Brighton, Vol. 2: 195-200. Sept.
Bellotti, R., Ghionna, V., Jamiolkowski, M.,
Lancellotta, R. & Manfredini, G. 1986. Deformation Characteristics of
Cohesionless Soils from In Situ Tests. Proc. In Situ '86 ASCE Spec. Conf. on
"Use of In Situ Tests in Geotechn. Engineering". Virginia Tech,
Blacksburg, VA, June 23-25, 1986. ASCE Geotechn. Special Publ. No. 6: 47.
Bellotti, R., Ghionna, V., Jamiolkowski, M. &
Robertson, P.K. 1989. Design Parameters of Cohesionless Soils from In Situ
Tests. Proc. "In Situ Testing of Soil Properties for Transportation
Facilities". National Research Council, Transportation Research Board.
Washington, D.C., U.S.A.
Benoit J. (1989) Comparison of Ratio Bq from CPTU and Ud from DMT.
Personal communication to S. Marchetti.
Benoit, J., Nejame, L.A., Atwood, M.J. & Findlay,
R.C. 1990. Dilatometer Lateral Stress Measurements in Soft Sensitive Clays.
Proc. 69th Annual Meeting of the Transp. Res. Board. Washington D.C. Jan.
Boghrat, A. 1982. The Design and Construction of a
Piezoblade and an Evaluation of the Marchetti Dilatometer in Some Florida
Soils. Univ. of Florida. Ph.D. Dissertation, 312 pp.
Boghrat, A. 1987. Dilatometer Testing in Highly
Overconsolidated Soils. Technical Note, ASCE Journal of Geotechn. Engineering.
Vol. 113, No. 5: 516. May.
Borden, R.H. 1991. Boundary Displacement Induced by DMT
Penetration. Proc. ISOCCT -1, Int. Symp. on Calibr. Chamber Testing. Clarkson
Univ. June.
Borden, R.H., Aziz, C.N., Lowder, W.M. & Khosla,
N.P. 1986. Evaluation of Pavement Subgrade Support Characteristics by
Dilatometer Test. Proc. 64th Annual Meeting of the Transportation Res. Board.
TR Record 1022. June.
Borden, R.H. & Lawter, R.S. 1989. Load-Deflection
Response of Piles in Sand: Performance Prediction Using the DMT.
Transportation Research Record 1235: 79-88.
Borden, R.H., Lowder, W.M. & Khosla, N.P. 1985.
Evaluation of Pavement Subgrade Support Characteristics by Dilatometer Test.
Final Report to FHWA, Research Project 2324-183-2 by Center for Transportation
Engineering Studies, Dept. of Civil Engineering, North Carolina State Univ.,
Raleigh. May.
Borden, R.H., Saliba, R.E. & Lowder, W.M. 1986.
Compressibility of Compacted Fills Evaluated by the Dilatometer. Center for
Transportation Engineering Studies, Dept. of Civil Engineering, North Carolina
State Univ., Raleigh, prepared for Session No. 136, 65th Annual Meeting of the
Trasportation Research Board, Washington, D.C. Jan.
Bowles, J.E. 1988. Foundation Analysis and Design. Mc
Graw-Hill (4th Ed.), p. 157-160.
Briaud, J.L. & Miran, J. 1991. The Flat Dilatometer
Manual. For the Federal Highway Administration. Washington, D.C. Res. Rep.
FHWA-TA-91-044: 102 pp. June (Available from : National Technical Information
Service, Springfield, Virginia 22161 under : Government Accession No. PB92
178524).
Brown, S.G. 1983. In Situ Testing Techniques Applied to
Embankments Over Soft Organic Soils. Master's Thesis, Dept. of Civil
Engineering, Univ. of British Columbia, Vancouver. Oct.
Bullock, P.J. 1983. The Dilatometer: Current Test
Procedures and Data Interpretation. Master's Thesis, Dept. of Civil
Engineering, Univ. of Florida, Gainesville, Florida. Fall.
Burgess, N.C. 1983. Use of the Flat Dilatometer in the
Beaufort Sea. Proc. 1st Int. Conf. on the Flat Dilatometer, Mobile Augers and
Research, Ltd., Edmonton, Alberta, p. 55-66. Feb.
Burgess, N.C., Hughes, J.M.O., Innes, R. & Gladowe,
J. 1983. Site Investigation and In Situ Testing Techniques in Arctic Seabed
Sediments. Offshore Technology Conf., No. 4583: 27. Houston. May.
Burghignoli, A. et al. 1991. Geotechnical
Characterization of Fucino Clay. Proc. X ECSMFE, Firenze, Vol. 1: 27-40.
Campanella, R.G. 1983. Current Research and Development
of the Flat Dilatometer. 1st Int. Conf. on the Flat Dilatometer, Mobile Augers
and Research, Ltd., Edmonton, Alberta, p. 69-112. Feb. (Also in UBC SM Series
No. 68).
Campanella, R.G. and Robertson, P.K. 1982. State of the
Art in In-Situ Testing of Soils; Developments since 1978. Conf. on
"Updating Subsurface Sampling of Soils and Rocks and their In-Situ
Testing", Engineering Foundation, Santa Barbara, California, p. 245-267.
Jan.
Campanella, R.G. & Robertson, P.K. 1986. In Situ
Testing of Soils - Try it - You'll like it!. Geotechnical News, Vol. 4, No. 2:
24-27. June.
Campanella, R.G. & Robertson, P.K. 1991. Use and
Interpretation of a Research Dilatometer. Canad. Geotechn. Journal, Vol. 28:
113-126.
Campanella, R.G., Robertson, P.K., Gillespie, D.G.
& Grieg, J. 1985. Recent Developments in In-Situ Testing of Soils. Proc.
XI ICSMFE, San Francisco, Vol. 2: 849-854. (Also in UBC SM Series No. 84,
Sept.'84).
Campanella, R.G. & Sy, A. 1991. Use of In Situ
Testing in Pile Design: The Research Pile Site at UBC. Geotechnical News, p.
42. June.
Cancelli, A., Guadagnini, R. & Pellegrini, M. 1982.
Friction-Cone Penetration Testing in Alluvial Clays. Proc. ESOPT-2, Amsterdam,
p. 517. May.
Canou, J. & Tumay, M. 1986. Field Evaluation of
French Self-Boring Pressuremeter PAF 76 in a Soft Deltaic Louisiana Clay.
Proc. 2nd Int. Symp. on "The Pressuremeter and its Marine
Applications", ASTM STP 950.
Cestari, F. 1990. Prove geotecniche in sito. (In
Italian). Ed. Geo-Graph.
Chan, A.C.Y. & Morgenstern, N.R. 1986. Measurement
of Lateral Stresses in a Lacustrine Clay Deposit. Proc. 39th Canad. Geotechn.
Conf., Ottawa, p. 285-290.
Chang, M.F. 1986. The Flat Dilatometer Test and its
Application to two Singapore Clays. Proc. 4th Int. Geotechn. Seminar on
"Field Instrumentation and In Situ Measurements". Nanyang
Technological Institute, Singapore, p. 85-101. Nov.
Chang, M.F. 1988. Some Experience with the Dilatometer
Test in Singapore. Proc. ISOPT-1, Orlando, FL, Vol. 1: 489-496. Mar.
Chang, M.F. 1988. In Situ Testing of Residual Soils in
Singapore. Proc. 2nd Int. Conf. on Geomechanics in Tropical Soils, Singapore,
Vol. 2: 97-108. Dec.
Chang, M.F. 1991. Flat Dilatometer Tests in Recent Clay
Deposits of Singapore. Proc. 9th Asian Reg. Conf. Bangkok. Dec.
Chang, M.F. 1991. Interpretation of overconsolidation
ratio from in situ tests in Recent
clay deposits in Singapore and Malaysia", Canad. Geot. Jnl.,Vol. 28.2
April : 210-225.
Clarke, B.G. & Wroth, C.P. 1988. Comparison between
Results from Flat Dilatometer and Self-Boring Pressuremeter Tests. ICE, Proc.
Penetration Testing in the UK, Univ. of Birmingham, Paper No. 41: 141-144.
July.
Clough, G.W. & Goeke, P.M. 1986. In Situ Testing
for Lock and Dam 26 Cellular Cofferdam. Proc. In Situ '86 ASCE Spec. Conf. on
"Use of In Situ Tests in Geotechnical Engineering". Virginia Tech,
Blacksburg, VA, June 23-25, 1986. ASCE Geotechn. Special Publ. No. 6: 131.
D'Antonio, V. 1981. Soil Investigations and Stability
Analysis of Gravity Quaywalls. (in Italian). Consiglio Superiore dei Lavori
Pubblici, Giornale del Genio Civile, Roma, No. 1.
Davidson, J.L., Bloomquist, D.G. & Basnett, C.R.
1988. Dilatometer Guidelines and the Effect of Dynamic Insertion. Report to
the Florida Dept. of Tranportation, Civ. Eng. Dept., Univ. of Florida.
Davidson, J. & Boghrat, A. 1983. Flat Dilatometer
Testing in Florida, USA. Int. Symp. on "Soil & Rock Investigation by
In Situ Testing". Paris, Vol. II: 251-255.
Davidson, J. & Boghrat, A. 1983. Displacements and
Strains around Probes in Sand. Proc. ASCE Spec. Conf. on "Geotechnical
Practice in Offshore Engineering". Austin, Texas, p. 181-203. Apr.
Davidson, J. & Bloomquist, D.G. 1986. A Modern Cone
Penetration Testing Vehicle. Proc. In Situ '86 ASCE Spec. Conf. on "Use
of In Situ Tests in Geotechnical Engineering". Virginia Tech, Blacksburg,
VA, June 23-25, 1986. ASCE Geotechn. Special Publ. No. 6: 502.
DMT Digest. 1983-19xx. Schmertmann, J.H. (editor).
(Available from G.P.E. Inc., 4509 N.W. 23rd Avenue, Suite 19, Gainesville, FL
32606). No. 1, April 1983; No. 2, July 1983; No. 3, Feb 1984; No. 4, June
1984; No. 5, Feb 1985; No. 6, July 1985; No. 7, March 1986; No. 8, Aug 1986;
No. 9, May 1987; No. 10, May 1988; No. 11, April 1989; No 12, Dec 1991.
Dumas, C.E. 1990. DILLY - Version II, Data Input, Data
Reduction, and Settlement Predictions from Dilatometer Field Data. Master of
Engineering Report, Univ. of Florida.
Dyer, M., Jamiolkowski, M. & Lancellotta, R. 1986.
Experimental Soil Engineering and Models for Geomechanics. Proc. NUMOG II,
Ghent.
Fabius, M. 1985. Experience with the Dilatometer in
Routine Geotechnical Design. Proc. 38th Canad. Geotechn. Conf., Edmonton.
Sept.
First Int. Conf. on the Flat Dilatometer Test. 1983.
Edmonton, Alberta, Canada. Feb.
Gabr, M.A. 1988. Application of Dilatometer for Pile
Design: Evaluation of Subgrade Reaction for Lateral Pile Analisys in Clay.
Rep. 521610-4 of Build. Res. Establishm. and Norw. Geot. Inst. to: Norsk
Hydro, BP, Saga Petroleum, 5 October, 1988.
Gabr, M.A. & Borden, H.R. 1988. Analysis of Load
Deflection Response of Laterally Loaded Piers Using DMT. Proc. ISOPT-1,
Orlando, FL, Vol. 1: 513-520. March.
Gabr, M.A., Lunne, T., Mokkelbost, K. & Powell J.
1991. Dilatometer Soil Parameters for Analysis of Piles in Clay. Proc. X
ECSMFE, Firenze, Vol. 1: 403-406.
Garcia, S.R. 1991. Interrelationship between the
Initial Liftoff and Extended Pressure Readings of the Marchetti Flat Blade
Dilatometer in Soils. M. Sc. Thesis, Georgia Inst. of Technology. Atlanta.
Dec.
Garga, V.K. & Khan, M.A. 1991. Laboratory
Evaluation of K0 for
Overconsolidated Clays. Canad. Geotechn. Journal, Vol. 28: 650-659.
Greig, J.W., Campanella, R.G. & Robertson, P.K.
1986. Comparison of Field Vane Results with Other In Situ Test Results. Soil
Mechanics Series No. 106, Dept. of Civil Engineering, Univ. of British
Columbia, Vancouver. Nov.
Grieg, J.W., Campanella, R.G. & Robertson, P.K.
1988. Comparison of Field Vane Results with Other In-Situ Test Results.
Vane Shear Strength Testing in Soils:
Field and Laboratory Studies. ASTM
STP 1014. A.F. Richards,
Ed. Philadelphia. p.
247-263.
Habibaghahi, K. 1985. Letter (to the editor) describing
DMT use for a lateral pile loading problem. Geotechnical news, Vol. 3, No. 1:
4.
Hamamdshiev, K.B. & Lutenegger, A.J. 1985. Study of
OCR of Loess by Flat Dilatometer. Proc. XI ICSMFE, Vol. 4: 2409-2414.
Handy, R.L., Schmertmann, J.H. & Lutenegger, A.J.
1985. Borehole Shear Tests in a Shallow Marine Environment. Strength Testing
of Marine Sediments: Laboratory and In Situ Measurements, ASTM STP 883, p.
140-153.
Hayes, J.A. 1983. Case Histories Involving the Flat
Dilatometer. Proc. 1st Int. Conf. on the Flat Dilatometer, Mobile Augers and
Research, Ltd., Edmonton, Alberta, p. 21-39. Aug.
Hayes, J.A. 1986. Comparison of Flat Dilatometer In
Situ Test Results with Observed Settlement of Structures and Earthwork. Proc.
39th Canad. Geotechn. Conf., Ottawa, p. 311-316.
Hayes, J.A. 1990. The Marchetti Dilatometer and
Compressibility. Paper presented to the Southern Ontario Section of the Canad.
Geotechn. Society. Seminar on "In Situ Testing and Monitoring".
Sept.
Heijnen, W.J. & Janse, E. 1985. Case Studies of the
Second European Symp. on Penetration Testing - ESOPT II. Delft Soil Mechanics
Laboratory, No. 91. Aug.
Houlsby, G.T. & Wroth, C.P. 1989. The Influence of
Soil Stiffness and Lateral Stress on the Results of In-Situ Soil Tests. Proc.
XII ICSMFE, Rio de Janeiro, Vol. 1: 227-232. Aug.
Hryciw, R.D. 1990. Small-Strain Shear Modulus of Soil
by Dilatometer. ASCE Journal of Geotechn. Engineering, Vol. 116, No. 11:
1700-1716. Nov.
Hryciw, R. & Dowding, C. 1988. CPT and DMT
Evaluation of Blast-Densification of Sand. Proc. ISOPT-1, Orlando, FL, Vol. 1:
521-526. March.
Hryciw, R. & Woods, R. 1988. DMT-Cross Hole Shear
Correlations. Proc. ISOPT-1, Orlando, FL, Vol. 1: 527-532. March.
Huang, A.B. 1989. Strain-Path Analyses for Arbitrary
Three Dimensional Penetrometers. Int. Jnl. for Num. and Analyt. Methods in
Geomechanics, Vol. 13: 561-564.
Huang, A.B., Bunting, R.D. & Carney, T.C. 1991.
Piezoblade Tests in a Clay Calibration Chamber. Proc. ISOCCT-1, Clarkson
Univ., Potsdam. June.
Huntsman, S.R., Mitchell, J.K., Klejbuk Jr., L.W. &
Shinde, S.B. 1986. Lateral Stress Measurement During Cone Penetration. Proc.
In Situ '86 ASCE Spec. Conf. on "Use of In Situ Tests in Geotechnical
Engineering". Virginia Tech, Blacksburg, VA, June 23-25, 1986. ASCE
Geotechn. Special Publ. No. 6: 617.
Jamiolkowski, M., Ghionna, V., Lancellotta, R. &
Pasqualini, E. 1988. New Correlations of Penetration Tests for Design
Practice. Proc. ISOPT-1, Orlando, FL, Vol. 1: 263-296. March.
Jamiolkowski, M., Ladd, C.C., Germaine, J.T &
Lancellotta, R. 1985. New Developments in Field and Laboratory Testing of
Soils. Theme Lecture, Session 2, XI ICSMFE, San Francisco. Closure to
Discussions in Session 2. Proc. Vol. 5: 2653-2657.
Jendeby, L. 1990. (In Swedish). Djuppakning av Sand
Momentana och Tidsberoende Forandringar av Geotekniska Parametrar. Dept. of
Geotechn. Eng., Chalmers Inst. of Technology. Goteborg, Sweden.
Kabir, M.G. & Lutenegger, A.J. 1990. In Situ
Estimation of the Coefficient of Consolidation in Clays. Canad. Geotechn.
Journal, Vol. 27: 58-67.
Kaderbek, T.J., Barreiro, D. & Call, M.A. 1986. In
Situ Tests on a Florida Peat. Proc. In Situ '86 ASCE Spec. Conf. on "Use
of In Situ Tests in Geotechnical Engineering". Virginia Tech, Blacksburg,
VA, June 23-25, 1986. ASCE Geotechn. Special Publ. No. 6: 649.
Kalteziotis, N., Anagnostopoulos, A., Bouckovalas, G.,
Pachakis, M., Papadopoulos, V. & Christoulas, S. 1989. Experience from the
First Application Onshore of the Marchetti Dilatometer in Greece. Nat. Techn.
Univ. of Athens, Civ. Eng. Dept., Geot. Div.
Kalteziotis, N.A., Pachakis, M.D. & Zervogiannis,
H.S. 1991. Applications of the Flat Dilatometer Test (DMT) in Cohesive Soils.
Proc. X ECSMFE, Firenze, Vol. 1: 125-128.
Kessler, K.A. 1985. Deep Compaction of Power Plant
Foundations. Proc. American Power Conf., Chicago. Apr.
Kessler, K.A. & Kuretski Jr., J.J. 1985. Foundation
Densification for Fossil Plant Loads. ASCE Journal of the Energy Division.
Sept.
Konrad, J.M. 1988. Interpretation of Flat Plate
Dilatometer Tests in Sands in Terms of State Parameter. Geotechnique, Vol. 38,
No. 2: 263-277. June.
Konrad, J.M. & Law, K.T. 1985. Study of In-Situ
Test Methods in Deltaic Silts. Proc. XI ICSMFE, San Francisco, Vol. 2:
879-886.
Kulhawy, F. & Mayne, P. 1989. Manual on Estimating
Soil Properties for Foundation Design. Final Draft, Project 1493-6 by Cornell
Univ. for Electric Power Research Institute. March.
Kulhawy, F. & Mayne, P. (1990) "Manual on Estimating Soil
Properties for Foundation Design" Report No. EL-6800 Electric Power
Research Institute,. Cornell Univ. Ithaca, N.Y., 250 pp.
Lacasse, S. 1985. Discussion XI ICSMFE, San Francisco,
Session 2A: In Situ Determination of Deformation Parameters, Proc. Vol. 5:
2663-2665.
Lacasse, S. 1986. Interpretation of Dilatometer Test.
Final Report on: In Situ Site Investigation Techniques and Interpretation for
Offshore Practice. Norwegian Geotechnical Inst. Sept.
Lacasse, S. & Lunne, T. 1982. Penetration Tests in
Two Norwegian Clays. Proc. ESOPT-2, Amsterdam, Vol. 2: 661-669.
Lacasse, S. & Lunne, T. 1982. Dilatometer Tests in
Two Soft Marine Clays. Oslo, N.G.I. Publ. No. 146: 1-8. (Also in Conf. on
"Updating Subsurface Sampling of Soils and Rocks and their In-Situ
Testing", Engineering Foundation, Santa Barbara, California. Jan.)
Lacasse, S. & Lunne, T. 1986. Dilatometer Tests in
Sand. Proc. In Situ '86 ASCE Spec. Conf. on "Use of In Situ Tests in
Geotechnical Engineering". Virginia Tech, Blacksburg, VA, June 23-25,
1986. ASCE Geotechn. Special Publ. No. 6: 686-699. (Also reprinted in N.G.I.
Publ. No. 171: 1-8).
Lacasse, S. & Lunne, T. 1988. Calibration of
Dilatometer Correlations. Proc. ISOPT-1, Orlando, FL, Vol. 1: 539-548. March.
Lacasse, S., Lunne, T. & Madshus, C. 1984. In Situ
Testing: New Developments. Nordisk Geoteknikermote, Linkjoping, Vol. 2:
705-716. June.
Lacasse, S. & Olsen, T.S. 1983. Dilatometer Tests
in Haga Clay. N.G.I. Internal Report No. 40019-2, Oslo. Dec.
Landva, A.O., Valsangkar, A.J., Atkins, J.C. &
Charalanbous, P.D. 1988. Performance of a Raft Foundation Supporting a Multi-Storey
Structure. Canad. Geotechn. Journal, Vol. 25, No. 1: 138-149. Feb. (Discussion
by J. Schmertmann and Closure in Vol. 26, No. 1).
Larsson, R. 1989. Dilatometerforsok. (In Swedish).
Swedish Geotechnical Institute, Information 10. Dec.
Larsson, R. & Eskilson, S. 1989. Dilatometerforsok
i Lera (DMT Investigations in Clay). (In Swedish). Swedish Geotechnical
Institute, Publ. No. 243. Feb.
Larsson, R. & Eskilson, S. 1989. Dilatometerforsok
i Organisk Jord (DMT Investigations in Organic Soils). (In Swedish). Swedish
Geotechnical Institute, Publ. No. 248. Aug.
Leonards, G.A. 1985. Discussion of Theme Lecture 2:
"New Developments in Field and Laboratory Testing of Soils", by
Jamiolkowski et al. (Insitu tests), XI ICSMFE, San Francisco, Proc. Vol. 5:
2659.
Leonards, G.A. & Frost, J.D. 1988. Settlement of
Shallow Foundations on Granular Soils. ASCE Journal of Geotechn. Engineering,
Vol. 114, No. 7: 791-809. July.
Lunne, T. & Christoffersen, H.P. 1983.
Interpretation of Cone Penetrometer Data for Offshore Sands. Proc. 15th Annual
Offshore Technology Conf., Houston, Texas, Vol. 1: 181-192. May. (Reprinted in
N.G.I. Publ. No. 156, Oslo, 1985).
Lunne, T. & Lacasse, S. 1985. Design Parameters for
Offshore Sands; Use of In Situ Tests. Proc. Conf. "Offshore Site
Investigation '85", Soc. for Underwater Technology, London. Mar.
Lunne, T., Lacasse S.& Rad, N.S. 1989. SPT, CPT,
Pressuremeter Testing and Recent Developments on In Situ Testing of Soils,
Part I: All Tests Except SPT. Proc. XII ICSMFE, Rio de Janeiro, Session 2.
Vol.4.:2339-2403 (Also in N.G.I. No. 179. Oslo, 1990).
Lunne, T., Powell, J.J.M., Hauge, E.A., Uglow, I.M.
& Mokkelbost, K.H. 1990. Correlation of Dilatometer Readings to Lateral
Stress. Proc. 69th Annual Meeting of the Transportation Research Board. Spec.
Session on Measurement of Lateral Stress. Washington, D.C. Jan.
Lutenegger, A.J. 1988. Current Status of the Marchetti
Dilatometer Test. Invited Lecturer. Proc. ISOPT-1, Orlando, FL, Vol. 1:
137-155. Mar.
Lutenegger, A.J. & Blanchard, J.D. 1990. A
Comparison between Full Displacement Pressuremeter Tests and Dilatometer Tests
in Clay. Third Int. Symp. on Pressuremeters. Thomas Telford. London.
Lutenegger, A.J. & Donchev, P. 1983. Flat
Dilatometer Testing in Some Metastable Loess Soils. Int. Symp. Soil & Rock
Investigation by In Situ Testing. Paris, Vol. 2: 337-340.
Lutenegger, A.J. &
Kabir, M.G. 1988. Dilatometer C-reading to help determine stratigraphy. Proc.
ISOPT-1, Orlando, FL, Vol. 1: 549-554. Balkema A.A. publ. March.
Lutenegger, A.J., Saye,
S.R. & Kabir, M.G. 1988. Use of penetration tests to predict wick drain
performance in a soft clay. Proc. ISOPT-1, Orlando, FL, Vol. 2: 843-848.
Balkema A.A. publ. March.
Lutenegger, A.J. &
Timian, D.A. 1986. Flat-Plate Penetrometer Tests in Marine Clays. Proc. 39th
Canad. Geotechn. Conf., p. 301-309. Ottawa.
Lutenegger, A.J. &
Timian, D.A. 1986. In Situ Test with K0
Stepped Blade. Proc. In Situ '86 ASCE Spec. Conf. on "Use of In
Situ Tests in Geotechnical Engineering". Virginia Tech, Blacksburg, VA,
June 23-25, 1986. ASCE Geotechn. Special Publ. No. 6: 730.
Marchetti, S.
1975. A New in Situ Test for the Measurement of Horizontal Soil
Deformability. Proc. Conf. on "In Situ Measurement of Soil
Properties", ASCE Spec. Conf., Raleigh, Vol. 2: 255-259. June.
Marchetti, S.
1979. The in Situ Determination of an "Extended"
Overconsolidation Ratio. Proc. 7th European Conf. on Soil Mechanics and
Foundation Engineering, Brighton, Vol. 2: 239-244. Sept.
Marchetti, S.
1979. Determination of Design Parameters of Sands by means of
Quasi-Statically Pushed Probes. Proc. 7th European Conf. on Soil Mechanics and
Foundations Engineering. Panel Presentation, Main Session C. Brighton, UK.
Sept.
Marchetti, S.
1979. Stress History of Clay Deposits. Proc. 7th European Conf. on Soil
Mechanics and Foundation Engineering, Discussion Session 4: Design Parameters
for Stiff Clays, Discussion Vol.: 143-145. Brighton, UK. Sept.
Marchetti, S.
1979. On the Determination of In Situ
K0
in Sand. Proc. 7th European Conf. on Soil Mechanics and Foundation
Engineering. Discussion Section 7: Design Parameters for Sands, Discussion
Vol. Brighton, UK, Sept.
Marchetti, S.
1980. In Situ Tests by Flat Dilatometer. Journal of the Geotechn.
Engineering Division, ASCE, Vol. 106, No. GT3, Proc. Paper 15290, p. 299-321.
March.
Marchetti, S.
1981. Closure to Marchetti (1980). Journal of the Geotechn. Engineering
Division, ASCE, Vol. 107, No. GT6, p. 832-837. June.
Marchetti, S.
1982. Detection of liquefiable sand layers by means of quasi static
penetration tests. Proc. 2nd European Symp. on Penetration Testing, Vol. 2:
689-695. Amsterdam, NL. May.
Marchetti, S.
1983. Il Dilatometro Piatto. (In Italian). XI Series of Conf. on Soil
Mechanics. Politechnic Univ. of Torino. Nov.
Marchetti, S. 1985. On
the Field Determination of K0
in Sand. Proc. XI ICSMFE, S. Francisco, Vol. 5: 2667-2672.
Marchetti, S.
1988. Contribution to Session 5: Pressuremeter, Dilatometer and other
Developments. Proc. Geotechnology Conf. on Penetration Testing in the UK,
Inst. Civil Engineers, Univ. of Birmingham. July.
Marchetti, S.
1991. Discussion of the paper by Leonards G.A. & Frost J.D. (in
ASCE Jnl GE Vol. 114, No.7,Jul 1988,791-809) "Settlements of
Shallow Foundations on Granular Soils", in ASCE Jnl GE, Vol. 117, No. 1,
174-179, Jan.
Marchetti, S. &
Crapps, D.K. 1981. Flat Dilatometer Manual. Internal Report of G.P.E. Inc.
Marchetti, S. &
Crapps, D.K. 1981. DMT Operating Manual. Prepared by GPE Inc., Gainesville,
FL.
Marchetti, S. &
Panone, C. 1981. Distorsion induced in Sands by Probes of different shapes.
(In Italian). Rivista Ital. di Geotecnica, Vol. 15, No. 1.
Marchetti, S. &
Totani, G. 1989. Ch
Evaluations from DMTA Dissipation Curves. Proc. XII ICSMFE, Rio de Janeiro,
Vol. 1: 281-286. July.
Marchetti, S., Totani,
G., Calabrese, M. & Monaco, P. 1991. P-y curves from DMT data for piles
driven in clay. Proc. 4th Int. Conf. Deep Foundation Inst. on Piling and Deep
Foundations, Vol. 1: 263-272. Stresa. Apr.
Marchetti, S., Totani,
G., Campanella, R.G., Robertson, P.K. & Taddei, B. 1986. The DMT-
Method for Piles Driven in Clay. Proc. In Situ '86 ASCE Spec. Conf. on
"Use of In Situ Tests in Geotechnical Engineering". Virginia Tech,
Blacksburg, VA. ASCE Geotechn. Special Publ. No. 6: 765.
Masood, T. & Kibria,
S. 1991. Experience with Dilatometer Testing In Cohesive Soils. Proc. 9th
Asian Reg. Conf. Bangkok. Dec.
Mayne, P.W. 1987.
Determining Preconsolidation of Stress and Penetration Pore Pressure from DMT
Contact Pressures. ASTM Geotechnical Testing Journal, Technical Note, Vol. 10,
No. 3: 146-150. Sep.
Mayne, P.W. 1989.
Discussion. ASCE Journal of Geotechn. Engineering, p. 1502. Oct.
Mayne, P.W. &
Bachus, R.C. 1989. Penetration Pore Pressures in Clay by CPTU, DMT and SBP.
Proc. XII ICSMFE, Vol. 1: 291.
Mayne, P.W. &
Frost, D.D. 1988. Dilatometer Experience in Washington, D.C., and Vicinity.
Transp. Res. Rec. 1169.
Meegoda, N.J. &
Arulanandan, K. 1986. Electrical Method of Predicting In-Situ Stress State of
Normally Consolidated Clays. Proc. In Situ '86 ASCE Spec. Conf. on "Use
of In Situ Tests in Geotechnical Engineering". Virginia Tech, Blacksburg,
VA, June 23-25, 1986. ASCE Geotechn. Special Publ. No. 6: 794.
Mejame, L.A. 1991.
Dilatometer Testing of the Marine Clay Deposit at Pease Air Force Base, New
Hampshire. N.S. Thesis, Civil Engineering. Univ. of N.H. Sept.
Mekechuk, J. 1983. Flat
Dilatometer Use on C.N. Rail Line British Columbia. First Int. Conf. on the
Flat Dilatometer, Mobile Augers and Research, Ltd., p. 43-52. Edmonton,
Canada.
Mitchell, J.K. 1986.
Ground Improvement Evaluation by In-Situ Tests. Proc. In Situ '86 ASCE Spec.
Conf. on "Use of In Situ Tests in Geotechnical Engineering".
Virginia Tech, Blacksburg, VA, June 23-25, 1986. ASCE Geotechn. Special Publ.
No. 6: 221.
Motan, E.S. & Khan,
A.Q. 1988. In Situ Shear Modulus of Sands by a Flat-Plate Penetrometer: A
Laboratory Study. Geotechnical Testing Journal, Vol. 11, No. 4: 257-262. Dec.
Motan, E.S. &
Muhammed, A.G. 1984. A Flat-Dilatometer Study of Lateral Soil Response. Proc.
of ASCE Symp. on "Analysis and Design of Pile Foundation", p.
232-248. San Francisco, CA. Oct.
Orchant, C.J., Kulhawy,
F.H. & Trautmann, C.H. 1987. Critical Evaluation of In-Situ Test Methods
and their Variability. Cornell Univ., Geotechn. Engineering Group. Report for
Electric Power Research Institute on Project 1493-4. July.
Orchant, C.J.,
Trautmann, C.H. & Kulhawy, F.H. 1986. In Situ Testing to Characterize
Electric Transmission Line Routes. Proc. In Situ '86 ASCE Spec. Conf. on
"Use of In Situ Tests in Geotechnical Engineering". Virginia Tech,
Blacksburg, VA, June 23-25, 1986. ASCE Geotechn. Special Publ. No. 6: 869.
Powell, J.J.M. &
Uglow, I.M. 1986. Dilatometer Testing in Stiff Overconsolidated Clays. Proc.
39th Canad. Conf., Ottawa, p. 317-326.
Powell, J.J.M. &
Uglow, I.M. 1988. Marchetti Dilatometer Testing in UK Soils. ISOPT-1, Orlando,
FL, Proc. Vol. 1: 555-562. March.
Powell, J.J.M. &
Uglow, I.M. 1988. The Interpretation of the Marchetti Dilatometer Test in UK
Clays. ICE Proc. Penetration Testing in the UK. Univ. of Birmingham, Paper 34:
121-125. July.
Reyna, F. & Chameau,
J.L. 1991. Dilatometer Based Liquefaction Potential of Sites in the Imperial
Valley. 2nd Int. Conf. on Recent Advances in Geot. Earthquake Engrg. and Soil
Dyn.. St. Louis. May.
Robertson, P.K. 1986.
In Situ Testing and its Application to Foundation Engineering. Canad. Geotechn.
Journal, Vol. 23, No. 4: 573-594. Nov.
Robertson, P.K. &
Campanella, R.G. 1986. Estimating Liquefaction Potential of Sands Using the
Flat Plate Dilatometer. ASTM, Geotechnical Testing Journal: 38-40. March.
Robertson, P.K.,
Campanella, R.G., Davies, M.P. & Sy, A. 1989. An Evaluation of Pile Design
in Fraser River Delta Using In Situ Tests. Foundation Engineering Current
Principles and Practices. ASCE. Evanston, IL. p. 92-105.
Robertson, P.K.,
Campanella, R.G., Gillespie, D. & By, T. 1988. Excess Pore Pressure and
the Flat Dilatometer Test. Proc. ISOPT-1, Orlando, FL, Vol. 1: 567-576. March.
Robertson, P.K.,
Davies, M.P. & Campanella, R.G. 1987. Design of Laterally Loaded Driven
Piles Using the Flat Plate Dilatometer. Geotechnical Testing Journal, Vol. 12,
No. 1: 30-38. March.
Roque, R., Janbu, N.
& Senneset, K. 1988. Basic Interpretation Procedures of Flat Dilatometer
Tests. Proc. ISOPT-1, Orlando, FL, Vol. 1: 577-587. March.
Saye, S. &
Lutenegger, A. 1988. Site Assessment and Settlement Evaluation of Firm
Alluvial Sands and Clays with the Marchetti Dilatometer. Proc. ISOPT-1,
Orlando, FL, Vol. 1: 589-596. March.
Schmertmann, J.H. 1981.
Discussion to Marchetti (1980). Journal of the Geotechn. Engineering Division,
ASCE, Vol. 107, No. GT6: 831-832. June.
Schmertmann, J.H. 1982.
A Method for Determining the Friction Angle in Sands from the Marchetti
Dilatometer Test (DMT). Proc. 2nd European Symp. on Penetration Testing,
Amsterdam, Vol. 2: 853. May.
Schmertmann, J.H. 1983.
Past, Present and Future of the Flat Dilatometer. First Int. Conf. on the Flat
Dilatometer. Mobile Augers and Research, Ltd., Edmonton, Alberta, Canada, p.
13-18. Feb.
Schmertmann, J.H.
1983. Revised Procedure for Calculating
K0
and OCR from DMT's with ID>1.2 and which Incorporates the Penetration Measurement to Permit
Calculating the Plane Strain Friction Angle. DMT Digest No. 1. GPE Inc.,
Gainsville, Florida, U.S.A.
Schmertmann, J.H.
1984. The New In-Situ Marchetti Dilatometer Test. Geotechnical News,
Vol. 2, No. 3: 34-35. Sep-Nov.
Schmertmann, J.H.
1985. Measure and Use the In Situ Lateral Stress. Osterberg Volume,
Northwestern Univ., Dept. of Civil Engineering, p. 189-213.
Schmertmann, J.H.
1985. Introduction to the Marchetti Dilatometer Test (DMT). Proc. Conf.
on "Innovation in Geotechnical Engineering", Sponsored by Central PA
Section ASCE and PennDOT, Harrisburg. Apr.
Schmertmann, J.H.
1986. Dilatometer to Compute Foundation Settlement. Proc. In Situ '86
ASCE Spec. Conf. on "Use of In Situ Tests in Geotechnical
Engineering". Virginia Tech, Blacksburg, VA, June 23-25, 1986. ASCE
Geotechn. Special Publ. No. 6: 303.
Schmertmann, J.H.
1986. Some 1985-86 Development in Dilatometer Testing and Analysis.
Proc. PennDOT and ASCE Conf. on Geotechnical Engineering Practice, Harrisburg,
PA. April.
Schmertmann, J.H.
1988. Dilatometers Settle In. Civil Engineering, ASCE: p. 68-70. March.
Discussion: Santamarina, C. & Frost, D., p. 28. June. Closure:
Schmertmann, J.H., p. 30. July.
Schmertmann, J.H. 1988.
The Coefficient of Consolidation Obtained from p2 Dissipation in the DMT. Proc. Development in Geotechnical
Engineering, Conf. by Central PA Section ASCE and PennDOT, Hershey, PA. Sep.
(Also in DMT Digest No. 10, March).
Schmertmann, J.H.
1988. Guidelines for Using the CPT, CPTU and Marchetti DMT for
Geotechnical Design. U.S. Dept. of Transportation, Federal Highway
Administration, Office of Research and Special Studies. Report No.
FHWA-PA-87-023+24, Vol. 3-4.
Schmertmann, J.H. 1991. The Mechanical Aging of Soils.
25th Terzaghi Lecture ASCE Journal of Geotechn. Engineering, Vol. 117, No. 9:
1288-1330. Sept.
Schmertmann, J.H. 1991. Discussions to Leonards and
Frost (1990). ASCE Journal of Geotechn. Engineering, Vol. 114, July 1988, in
Vol. 117, No. 1: 172-188.
Schmertmann, J.H., Baker, W., Gupta, R. & Kessler,
K. 1986. CPT/DMT Qc of Ground Modification at a Power Plant. Proc. In situ '86
ASCE Spec. Conf. on "Use of In Situ Tests in Geotechnical
Engineering". Virginia Tech, Blacksburg, VA, June 23-25, 1986. ASCE
Geotechn. Special Publ. No. 6: 985.
Schmertmann, J.H. & Crapps, D.K. 1983. Use of In
Situ Penetration Tests to Aid Pile Design & Installation. Proc. of the
GEOPILE '83 Conf., Hollywood, FL. Associated Pile & Fitting Corp. April.
Schmertmann & Crapps, Inc. 1988. Guideline Summary
for Using the CPT and Marchetti DMT for Geotechnical Design. Rept. No.
FHWA-PA-87-014-84-24 submitted to PennDOT, Office of Research and Special
Studies, Harrisburg, PA, in 4 volumes with the 3 below concerning primarily
the DMT: Vol. I - Summary (78 pp.); Vol III - DMT Test Methods and Data
Reduction (183 pp.); Vol. IV - DMT Design Method and Examples (135 pp.).
Smith, G.M., Wardwell, R.E. & Nelson, J.D. 1984. In
Situ Strength Measurement at an Inactive UMTrap Site. Proc. 6th Symp. on
"Uranium Mill Tailings Management", Colorado State Univ., Ft.
Collins, Colorado, p. 639-648. Feb.
Sonnefeld, S.L., Schmertmann, J.H. & Williams, R.C.
1985. A Bridge Site Investigation Using SPTs, MPMTs, and DMTs from Barges.
Strength Testing of Marine Sediments: Laboratory & Insitu Measurements,
ASTM SPT 883, p. 515-535.
Steiner, W., Metzger, R. & Marr, W.A. 1992. An
Embankment On Soft Clay With An Adjacent Cut. ASCE Conf. on Stability and
Performance of Slopes and Embankments II. Berkeley, CA.,705-720.
Sully, J.P. & Campanella, R.G. 1989. Correlation of
Maximum Shear Modulus with DMT Test Results in Sand. Proc. XII ICSMFE, Vol. 1:
339-343.
Szabo, G. 1979. In situ Talajvizsgalatok
Lapdilatometerrel. (in Hungarian) Melyepitestudomanyi Szemle, Kulonlenyomat
1979 Evfolyam 5 Szamabol, Budapest.
Tanaka, A., Bauer, G. & Carvalho, J.B. 1989.
Failure and Analysis of a Concrete Silo. Proc. XII ICSMFE, Vol. 1: 345.
Tavenas, F. 1986. In Situ Testing: Where Are We? Where
Should We Go? Geotechnical News, p. 35-38. Dec.
Totani, G. & Marchetti, S. 1988. Analisi dei
Risultati delle Prove DMT nella Piana del Fucino. (In Italian). Atti Convegno
CNR sul Tema "Deformazione dei Terreni ed Interazione Terreno-Struttura
in Condizioni di Esercizio". Monselice (PD), 5-6 Ott. 1988, Vol. 1:
207-221.
Welsh, J.P. 1986. In Situ Testing for Ground
Modification Techniques. Proc. In Situ '86 ASCE Spec. Conf. on "Use of In
Situ Tests in Geotechnical Engineering". Virginia Tech,
Blacksburg, VA, June 23-25, 1986. ASCE Geotechn. Special
Publ. No. 6: 47.
Whittle, A.J., Aubeny, C.P., Rafalovich, A., Ladd, C.C.
& Baligh, M.M. 1991. Prediction and Interpretation of In Situ Penetration
Tests in Cohesive Soils. Constructed Facilities Div., Dept. of Civ. Eng., MIT.
Res. Rep. R91-01: 228.
Williams, R.C. & Sonnenfeld, S.L. 1982. Comparison
of In Situ Testing Techniques. Proc. 1982 Annual Meeting, Florida Section,
ASCE, Orlando, Sep. (Available from: Williams & Associated, Inc., 12290 US
Highway 19 South, Clearwater, Florida, 33516).
Wong, J.T.F. & Dobie, M.J.D. 1990. Marchetti
Dilatometer: Interpretation in Malaysian Alluvial Clays. Seminar on
Geotechnical Aspects of the North-South Expressway, 5-6th Nov, pp. 87-96.
