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Effects of Disturbance on Undrained Strengths Interpreted from Pressuremeter Tests

  • Published:2000-12 Issue:12 Volume:126 Page:1133-1144
  • ISSN:1090-0241
  • Container-title:Journal of Geotechnical and Geoenvironmental Engineering
  • language:en
  • Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Aubeny Charles P.12345,Whittle Andrew J.12345,Ladd Charles C.12345

Affiliation:

1. Members, ASCE

2. Honorary Member, ASCE

3. Asst. Prof., Dept. of Civ. Engrg., Texas A&M Univ., College Station, TX 77843.

4. Prof., Dept. of Civ. and Envir. Engrg., Massachusetts Inst. of Technol., Cambridge, MA 02139.

5. Edmund K. Turner Prof., Dept. of Civ. and Envir. Engrg., Massachusetts Inst. of Technol., Cambridge, MA.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference51 articles.

1. Aubeny C. P. ( 1992). “Rational interpretation of in situ tests in cohesive soils.” PhD thesis Dept. of Civ. and Envir. Engrg. MIT Cambridge Mass.

2. Shaft Resistance of Piles in Clay

3. “Expansion of cylindrical probes in cohesive soils.”;Baguelin F.;J. Soil Mech. and Found. Div.,1972

4. Baguelin F. Jezequel J. F. and Shields D. H. ( 1978). The pressuremeter and foundation engineering .

5. Strain Path Method

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