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References Aboshi, H., Y. Mizuno, and M. Kuwahara (1989). “Present state of sand compaction pile in Japan,” Proc. Deep Foundation Improvements: Design, Construction, and Testing, ASTM STP 1089, pp. 32-46. Abramento, M. and C.S. Carvalho (1989). “Geotechnical parameters for the study of natural slopes instabilization at “Serra do Mar”, Brazil,” Proc. 12th Int. Con$ on Soil Mech. and Found. Eng., Rio de Janeiro, 3, pp. 1599-1602. Adachi, K. (1989). “Sampling of cohesionless and gravelly soils,” The Art and Science of Geotechnical Engineering, Englewood Cliffs, N.J., Prentice Hall, pp. 206-220. Alonso, E.E., A. Josa, and A. Ledesma (1984). “Negative skin friction on piles: a simplified analysis and prediction proce- dure,” Got., 34, No. 3, pp. 341-357. Alperstein, R. and S.A. Leifer (1976). “Site investigation with static cone penetrometer,” ASCE J. Geot., 102, No. GT5, Ambrayses, N.N. and S.K. Sarma (1967). “The response of earth dams to strong earthquakes,” Gkot., 17, No. 3, pp. Andresen, A. and L. Bjerrum (1958). “Vane testing in Norway,” Norwegian Geotech. Institute, Publ. No. 28. Andresen, A. and P. Kolstad (1979). “The NGI 54-mm samplers for undisturbed sampling of clays and representative sam- pling of coarser materials,” Proc. Int. Symp. on Soil Sam- pling, Singapore, pp. 1-9. AREA (1955). “Soil engineering in railroad construction,” Proc. Am. Rwy. Eng. Assn., 56, pp. 694-702. Armento, W.J. (1973). “Cofferdam for BARTD Embarcadero subway station,” ASCE J. Soil Mech., 99, No. SM10, Arulalandan, K., P. Loganathan, and R.B. Krone (1975). “Pore and eroding fluid influences on surface erosion of soil,” ASCE J. Geot., 101, No. GT1, pp. 51-66. ASCE (1961). “Sonic pile-driver shows great promise,” Civ. Eng., 31, No. 12, Dec., p. 52. Asaoka, A. (1978). “Observational procedure of settlement pre- diction,” Soils and Foundations, 18, No. 4, pp. 87-101. Atterberg, A. (1908). “Studien auf dem Gebiet der Bodenkunde” (Studies in the field of soil science), Landw. Versuchsans- talt, 69. Atterberg, A. (1911). “Uber die physikalishe Bodenuntersu- chung und uber die Plastizitat der Tone” (On the investiga- tion of the physical properties of soils and on the plasticity of clays), Int. Mitt. fur Bodenkunde, 1, pp. 10-43. Atterberg, A. (1916). “Die Klassifikation der humusfrien und der humusarmen Mineralboden Schwedens nach den Kon- sistenzverhaltnessen derselben” (The classification of Swedish mineral soils with little or no humus content, pp. 539-555. 181-2 13. pp. 727-744. according to their consistency limits), Int. Mitt. fur Boden- kunde, 6, pp. 27-37. Azzouz, AS., M.M. Baligh, and C.C. Ladd (1981). “Three- dimensional stability analyses of four embankment fail- ures,” Proc. loth Int. Con$ on Soil Mech. and Found. Eng., Stockholm, 3, pp. 343-346. Azzouz, A.S., M.M. Baligh, and C.C. Ladd (1983). “Corrected field vane strength for embankment design,” J. Geotech. Eng., ASCE, 109, No. 5, pp. 730-734. Azzouz, AS., M.M. Baligh, and A.J. Whittle (1990). “Shaft resistance of piles in clay,” ASCE J. Geot., 116, No. GT2, Babbitt, H.E. and D.H. Caldwell (1948). “The free surface around, and interference between, gravity wells,” Univ. of Illinois Eng. Exp. Sta. Bull., 374, 60 pp. Baguelin, F., J.F. Jezequel, and A. La Mehaute (1974). “A self- boring placement method of soil characteristics measure- ment,” ASCE Con$ on Subsutface Exploration for Heavy Construction. pp. 3 12-332. Bailey, S.W. (1975). “Chlorites,” Soil Components Edited by Gieseking, New York, Springer-Verlag, 2, pp. 191-263. Baker, B. (1881). “The actual lateral pressure of earthwork,” Min. Proc. Inst. Civil Engrs., London, 65, pp. 140-186; Discussions pp. 187-241. Baker, R., G. Kassiff, and A. Levy (1973). “Experience with psychrometric technique,” Proc. 3rd Int. Con5 on Expan- sive Soils, Haifa, 1, pp. 83-95. Baldi, G., R. Bellotti, V. Ghionna, M. Jamiolkowski, and E. Pasqualini (1981). “Cone resistance of a dry medium sand,” Proc. 10th Int. Con$ on Soil Mech. and Found. Eng., Stockholm, 2, pp. 427-432. Baligh, M.M., V. Vivatrat, and H. Figi (1978). “Dragdown on bitumen-coated piles,” ASCE J. Geot., 104, No. GTI1, Barberis, M.C. (1935). “Recent examples of foundations of quay walls resting on poor subsoil, studies, results obtained,” 16th Int. Congr. Navigation, Brussels, 2nd sec- tion, 3rd communication. Barentsen, P. (1936). “Short description of a field-testing method with coneshaped sounding apparatus,” Proc. 1st Int. Con$ Soil Mech., Cambridge, Mass., 1, pp. 7-10. Barkan, D.D. (1962). Dynamics of Bases and Foundations. New York, McGraw-Hill, 434 pp. Barksdale, R.D., R.C. Backus, and M.B. Clanou (1982). “Settle- ments of a tower on residual soil,’’ Proc. ASCE Geotech. Eng. Div. Specialty Con$ on Eng. and Construction in Tropical and Residual Soils, Honolulu, pp. 647-664. pp. 205-221. pp. 1355-1370. 50 I

Transcript of 86584_refa.pdf

Page 1: 86584_refa.pdf

References

Aboshi, H., Y. Mizuno, and M. Kuwahara (1989). “Present state of sand compaction pile in Japan,” Proc. Deep Foundation Improvements: Design, Construction, and Testing, ASTM STP 1089, pp. 32-46.

Abramento, M. and C.S. Carvalho (1989). “Geotechnical parameters for the study of natural slopes instabilization at “Serra do Mar”, Brazil,” Proc. 12th Int. Con$ on Soil Mech. and Found. Eng., Rio de Janeiro, 3, pp. 1599-1602.

Adachi, K. (1989). “Sampling of cohesionless and gravelly soils,” The Art and Science of Geotechnical Engineering, Englewood Cliffs, N.J., Prentice Hall, pp. 206-220.

Alonso, E.E., A. Josa, and A. Ledesma (1984). “Negative skin friction on piles: a simplified analysis and prediction proce- dure,” Got . , 34, No. 3, pp. 341-357.

Alperstein, R. and S.A. Leifer (1976). “Site investigation with static cone penetrometer,” ASCE J. Geot., 102, No. GT5,

Ambrayses, N.N. and S.K. Sarma (1967). “The response of earth dams to strong earthquakes,” Gkot., 17, No. 3, pp.

Andresen, A. and L. Bjerrum (1958). “Vane testing in Norway,” Norwegian Geotech. Institute, Publ. No. 28.

Andresen, A. and P. Kolstad (1979). “The NGI 54-mm samplers for undisturbed sampling of clays and representative sam- pling of coarser materials,” Proc. Int. Symp. on Soil Sam- pling, Singapore, pp. 1-9.

AREA (1955). “Soil engineering in railroad construction,” Proc. Am. Rwy. Eng. Assn., 56, pp. 694-702.

Armento, W.J. (1973). “Cofferdam for BARTD Embarcadero subway station,” ASCE J. Soil Mech., 99, No. SM10,

Arulalandan, K., P. Loganathan, and R.B. Krone (1975). “Pore and eroding fluid influences on surface erosion of soil,” ASCE J. Geot., 101, No. GT1, pp. 51-66.

ASCE (1961). “Sonic pile-driver shows great promise,” Civ. Eng., 31, No. 12, Dec., p. 52.

Asaoka, A. (1978). “Observational procedure of settlement pre- diction,” Soils and Foundations, 18, No. 4, pp. 87-101.

Atterberg, A. (1908). “Studien auf dem Gebiet der Bodenkunde” (Studies in the field of soil science), Landw. Versuchsans- talt, 69.

Atterberg, A. (191 1). “Uber die physikalishe Bodenuntersu- chung und uber die Plastizitat der Tone” (On the investiga- tion of the physical properties of soils and on the plasticity of clays), Int. Mitt. fur Bodenkunde, 1, pp. 10-43.

Atterberg, A. (1916). “Die Klassifikation der humusfrien und der humusarmen Mineralboden Schwedens nach den Kon- sistenzverhaltnessen derselben” (The classification of Swedish mineral soils with little or no humus content,

pp. 539-555.

18 1-2 13.

pp. 727-744.

according to their consistency limits), Int. Mitt. fur Boden- kunde, 6, pp. 27-37.

Azzouz, A S . , M.M. Baligh, and C.C. Ladd (1981). “Three- dimensional stability analyses of four embankment fail- ures,” Proc. loth Int. Con$ on Soil Mech. and Found. Eng., Stockholm, 3, pp. 343-346.

Azzouz, A.S., M.M. Baligh, and C.C. Ladd (1983). “Corrected field vane strength for embankment design,” J. Geotech. Eng., ASCE, 109, No. 5 , pp. 730-734.

Azzouz, AS., M.M. Baligh, and A.J. Whittle (1990). “Shaft resistance of piles in clay,” ASCE J. Geot., 116, No. GT2,

Babbitt, H.E. and D.H. Caldwell (1948). “The free surface around, and interference between, gravity wells,” Univ. of Illinois Eng. Exp. Sta. Bull., 374, 60 pp.

Baguelin, F., J.F. Jezequel, and A. La Mehaute (1974). “A self- boring placement method of soil characteristics measure- ment,” ASCE Con$ on Subsutface Exploration for Heavy Construction. pp. 3 12-332.

Bailey, S.W. (1975). “Chlorites,” Soil Components Edited by Gieseking, New York, Springer-Verlag, 2, pp. 191-263.

Baker, B. (1881). “The actual lateral pressure of earthwork,” Min. Proc. Inst. Civil Engrs., London, 65, pp. 140-186; Discussions pp. 187-241.

Baker, R., G. Kassiff, and A. Levy (1973). “Experience with psychrometric technique,” Proc. 3rd Int. Con5 on Expan- sive Soils, Haifa, 1, pp. 83-95.

Baldi, G., R. Bellotti, V. Ghionna, M. Jamiolkowski, and E. Pasqualini (1981). “Cone resistance of a dry medium sand,” Proc. 10th Int. Con$ on Soil Mech. and Found. Eng., Stockholm, 2, pp. 427-432.

Baligh, M.M., V. Vivatrat, and H. Figi (1978). “Dragdown on bitumen-coated piles,” ASCE J. Geot., 104, No. GTI1,

Barberis, M.C. (1935). “Recent examples of foundations of quay walls resting on poor subsoil, studies, results obtained,” 16th Int. Congr. Navigation, Brussels, 2nd sec- tion, 3rd communication.

Barentsen, P. (1936). “Short description of a field-testing method with coneshaped sounding apparatus,” Proc. 1st Int. Con$ Soil Mech., Cambridge, Mass., 1, pp. 7-10.

Barkan, D.D. (1962). Dynamics of Bases and Foundations. New York, McGraw-Hill, 434 pp.

Barksdale, R.D., R.C. Backus, and M.B. Clanou (1982). “Settle- ments of a tower on residual soil,’’ Proc. ASCE Geotech. Eng. Div. Specialty Con$ on Eng. and Construction in Tropical and Residual Soils, Honolulu, pp. 647-664.

pp. 205-221.

pp. 1355-1370.

50 I

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