Engineering properties of Boston blue clay from special testing program

Geotechnical Special Publication

Volumn , Issue 91, 1999, Pages 1-24

  Ladd, Charles C ^a   Young, Gretchen A ^c   Kraemer, Steven R ^b   Burke, David M ^b  

^a Massachusetts Institute of Technology Cambridge   (United States)

^b HALEY AND ALDRICH INC   (United States)

^c NONE

Author keywords

[No Author keywords available]

Indexed keywords

EID: 0040907465     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Article

References (19)

1. Becker, D.E., Crooks, J.H.A., Been, K. and Jefferies, M.G. (1987). "Work as a criterion for determining in situ and yield stresses in clays." Canadian Geotechnical J., 24(4), 549-564.
2. Benoit, J. (1991). "Self-boring pressuremeter testing, Central Artery (I-93)/Third Harbor Tunnel (I-90) Project." University of New Hampshire, prepared for Haley & Aldrich, Inc.
3. Bishop, A.W. (1966). "The strength of soils as engineering materials." Geotechnique, 16(2), 89-130.
4. Bjerrum, L., and Landva, A. (1966). "Direct simple shear tests on Norwegian quick clay." Geotechnique, 16(1), 1-20.
5. st Int. Conf. on Soil Mech. and Found. Engrg., Cambridge, Mass., 3, 60-64.
6. De La Beaumelle, Axel C.L.A. (1991). "Evaluation of SHANSEP strength-deformation properties of undisturbed Boston Blue Clay from automated triaxial testing." SM Thesis, Dept. of Civil Engrg, MIT, Cambridge, MA, 499 p.
7. Estabrook, Anne H. (1991). "Comparison of Recompression and SHANSEP strength-deformation properties of undisturbed Boston Blue Clay from automated triaxial testing." SM Thesis, Dept. of Civil Engrg, MIT, Cambridge, MA, 370 p.
8. Haley & Aldrich, Inc. (1992). "Supplemental laboratory testing data, special laboratory and in situ testing program, Central Artery (I-93)/Tunnel (I-90) Project, Boston, Massachusetts." Prepared for the Massachusetts Highway Department.
9. Haley & Aldrich, Inc. (1993). "Final Report on Special Laboratory and In Situ Testing Program, Central Artery (I-93)/Tunnel (I-90) Project, Boston, Massachusetts." Prepared for the Massachusetts Highway Department.
10. Ladd, C.C. (1991). "Stability evaluation during staged construction." ASCE, J. Geotech. Engrg., 117(4), 537-615.
11. th Int. Conf. on Soil Mech. and Found. Engrg., New Delhi, India, 5, 57-58.
12. Lefebvre, G. and Poulin, C. (1979). "A new method of sampling in sensitive clay". Canadian Geotechnical J., 16(1), 226-233.
13. Marchetti, S. (1980). "In situ tests by flat dilatometer." J. Geotech. Engrg. Div., ASCE, 106(3), 299-321.
14. 0-OCR relationships in soil." J. Geotech. Engrg., ASCE, 108(6), 851-872.
15. 0 during secondary compression." J. Geotech. Engrg., ASCE, 113(3), 230-247.
16. Schmidt, B. (1966). Discussion of "Earth pressures at rest related to stress history" by E.W. Booker and H.O. Ireland. Canadian Geotechnical J., 3(4), 239-242.
17. Sheahan, T.C., and Germaine, J.T. (1992). "Computer automation of conventional triaxial equipment." Geotech. Testing J., ASTM, 15(4), 311-322.
18. Wright, S.G. (1991). "UTEXAS3, a computer program for slope stability calculations." Shinoak Software, Austin, TX.
19. Young, G.A., et al. (1999). "Strength-deformation and flow properties of Boston Blue Clay." In preparation for submittal to J. Geotech. and Geoenviron. Engrg., ASCE.