Nothing Special   »   [go: up one dir, main page]

References

Download as pdf or txt
Download as pdf or txt
You are on page 1of 4

References

G. AAS, Stability of natural slopes in quick clays. Proc. 10th Int. Conf. Soil
Mechanics and Foundation Engineering. Stockholm (1981).
J.H. ATKINSON, P.L. BRANSBY, The mechanics of soil: An introduction to crit-
ical state soil mechanics. McGraw-Hill, UK (1978).
L. BARDEN (1963) Stresses and displacements in a cross – anisotropic soil.
Géotechnique, vol. 13, 198–210.
L. BARDEN (1965) Consolidation of clay with non-linear viscosity. Geotechnique,
vol. 15, no. 4, 345–362.
R.A. BARRON (1948) Consolidation of fine grained soils by drain wells. Transac-
tion, ASCE, vol. 113, 718–742.
S. BERNANDER, Active earth pressure built-up: A trigger mechanism in large
landslides in sensitive clays. Technical report 49T, University of Lule (1981).
M.A. BIOT (1941) General theory of three dimensional consolidation. Journal of
Applied Physics, vol. 12, no. 2, 155–164.
A.W. BISHOP, N. MORGENSTERN (1960) Stability coefficients for earth slopes.
Geotechnique, vol. 10, 129–150.
L. BJERRUM (1967) Engineering geology of Norwegian normally-consolidated
marine clays as related to settlements of buildings. Geotechnique, vol. 17, 81–118.
L. BJERRUM, Effect of rate of strain on undrained shear strength of soft clays.
Proc. 7th Int. Conf. on Soil Mechanics and Foundation Engineering, Mexico
(1969).
L. BJERRUM, Problems of soil mechanics and construction on soft clays, SOA
report. Proc. 8th Int. Conf. on Soil Mechanics and Foundation Engineering,
Moscow, URRS, vol. 3 (1973), 111–159.
A. BOUAZZA, W.F. VAN IMPE, W. HAEGEMAN (1996) Some mechanical
properties of reconstituted Boom Clay. Jour. Geot. & Geol. Engineering, vol. 14.
B. BROMS, Progressive translationary landslides. Swedish Geotechnical Institute.
Report No. 17 (1983).
D.A. BRUCE (2001) Practitioner’s guide to the deep mixing method. Ground
Improvement, vol. 5, no. 3, 95–100.
K.W. CARGILL (1984) Prediction of consolidation of very soft soil. Journal of
Geotechnical Engineering, ASCE, vol. 110, no. 6, 775–795.
COASTAL DEVELOPMENT INSTITUTE OF TECHNOLOGY, The deep mixing
method: principle, design and construction. A.A. Balkema, Rotterdam (2002).
E.H. DAVIES, G.P. RAYMOND (1965) A nonlinear theory of consolidation.
Geotechnique, vol. 15, 165–173.

© 2007 by Taylor & Francis Group, LLC


136 References

E. DE BEER, Shear strength characteristics of the Boom clay. Proc. of the


Geotechnical Conf. on Shear strength properties of natural soils and rocks,
Oslo, vol. 1 (1967).
P. DE WOLF, R. CARPENTIER, J. ALLAERT, J. DE ROUCK, Ground
improvement for the construction of the new outer harbour at Zeebrugge –
Belgium. Proc. 8th Int. Conf. on Soil Mechanics and Foundation Engineering,
Helsinki, vol. 2 (1983), 827–832.
J.M. DUNCAN, State of the art: Static stability and deformation analysis. ASCE
Geotechnical special publication No. 31, Stability and performance of slopes
and embankments II, vol. 1 (1992), 222–266.
J.M. DUNCAN (1996) State of the art: Limit equilibrium and finite-element
analysis of slopes. Jour. Geotechnical Engineering Division ASCE, vol. 122, no.
7, 577–596.
J.M. DUNCAN, S.G. WRIGHT, Soil strength and slope stability. John Wiley &
Sons, USA (2005).
R. DYVIK, C. MADSHUS, Laboratory measurements of Gmax using bender
elements. Proccedings of the Conference on advances in the art of testing soils
under cyclic conditions. Detroit (1985), 186–196.
P.J. FOX, J.D. BERLES (1997) CS2: A piecewise-linear model for large strain
consolidation. Int. Jour. for Numerical Analysis in Geomechanics, vol. 21, no.
7, 453–475.
A. GABERC, Increase of subsoil bearing capacity beneath embankments. Proc.
13th Int. Conf. on Soil Mechanics and Foundation Engineering, New Delhi,
India (1994), 759–762.
R.E. GIBSON, G.L. ENGLAND, M.J.L. HUSSEY (1967) Theory of one-
dimensional consolidation of saturated clays. Geotechnique, vol. 17, no. 3,
261–273.
R.E. GIBSON, R.L. SCHIFFMAN, K.W. CARGILL (1981) Theory of one-
dimensional consolidation of saturated clays, 2: Finite nonlinear consolidation
of thick homogeneous layers. Canadian Geotechnical Journal, vol. 18, no. 2,
s 280–293.
O. GREGERSEN, The quick clay landslides in Rissa, Norway. NGI publication,
Oslo (1981).
W. HAEGEMAN, The measurement of small strain stiffness of terciary sands and
clays with bender element tests in the triaxial apparatus. Proc. 13th Young
Geotechnical Engineers Conf., Santorini, Greece (1999).
S. HANSBO (1979) Consolidation of clay by band-shaped prefabricated drains.
Ground Engineering, vol. 12, no. 5, 16–25.
D.J. HENKEL (1960) The shear strength of saturated remoulded clays. ASCE
Spec. Conf. on Shear Strength of Cohesive Soils, Boulder, 533–554.
K. ISHIHARA (1993) Liquefaction and flow failure during earthquakes. Geotech-
nique, vol. 43, no. 3, 351–415.
M. JAMIOLKOWSKI, C.C. LADD, J.T. GERMAINE, R. LANCELLOTTA, New
developments in field and laboratory testing. Proc. 11th Int. Conf. on Soil
Mechanics and Foundation Engineering, San Francisco, vol. 1 (1985), 57–153.
R.J. JARDINE, C.O. MENKITI, The undrained anisotropy of K0 consolidated
sediments. Geotechnical engineering for transportation infrastructure, Barends
et al. (eds.), Balkema, Rotterdam (1999).
D.C. KOUTSOFTAS, Undrained shear behaviour of a marine clay. Laboratory
shear strength of soil, ASTM STP 740, Yong & Towsend (eds.) (1981), 254–276.

© 2007 by Taylor & Francis Group, LLC


References 137

D.C. KOUTSOFTAS, C.C. LADD (1985) Design strengths for an offshore clay.
Jour. Geotechnical Engineering Division ASCE, vol. 111, no. 3, 337–355.
R. LANCELLOTTA, Geotechnical engineering. AA Balkema, Rotterdam,
Netherlands (1995).
C.C. LADD (1991) 22nd Karl Terzaghi Lecture: Stability evaluation during staged
construction. Jour. Geotechnical Engineering Division ASCE, vol. 117, no. 4,
540–615.
C.C. LADD, R. FOOT (1974) New design procedure for stability of soft clays.
Jour. Geotechnical Engineering Division ASCE, vol. 100, no. GT7, 763–785.
Z. LECHOWICZ, An evaluation of the increase in shear strength of soft soils.
Advances in understanding and modelling the mechanical behaviour of peat,
den Haan, Termaat & Edil (eds.), Balkema, Rotterdam (1994), 167–178.
S. LEROUEIL, J.P. MAGNAN, F. TAVENAS, Embankments on soft clays. Ellis
Horwood Limited, England (1990).
T. MATSUI, KA-CHING, Availability of shear strength reduction technique.
ASCE Geotechnical special publication No. 31, Stability and performance of
slopes and embankments II, vol. 1 (1992), 445–460.
G. MESRI ABDEL-GHAFFAR (1993) Cohesion intercept in effective stress
stability analysis. Jour. Geotechnical Engineering Division ASCE, vol. 119, no.
8, 1229–1249.
J.K. MITCHELL, R.G. CAMPANELLA, A. SINGH (1968) Soil creep as a rate
process. Journal of the Soil Mechanics and Foundations Division, ASCE, vol.
94, no. SM1, 231–253.
J. NUYENS et al., National Report 10 – CPT in Belgium in 1995. Proc. Int.
Symposium on Cone Penetration Test, Sweden, vol. 1 (1995), 17–27.
I. ODLER, Special inorganic cements. E&FN Spon, London (2000).
A. PORBAHA, S. SHIBUYA, T. KISHIDA (2000) State of the art in deep mixing
technology. Part III: Geomaterial characterization. Ground Improvement, vol.
4, no. 3, 91–110.
I.C. PYRAH (1996) One-dimensional consolidation of layered soils. Géotechnique,
vol. 46, no. 3, 555–560.
H. RATHMAYER (1996) Deep mixing method for soft subsoil improvement in the
Nordic countries, Grouting and Deep Mixing. Proc. 2nd Int. Conf. on Ground
Improvement Geosystems, Balkema, 2, 869–877.
P.K. ROBERTSON, C.E. WRIDE (1998) Evaluating cyclic liquefaction potential
using cone penetration test. Canadian Geotechnical Journal, vol. 35, no. 3,
442–459.
P.W. ROSCOE, A.N. SCHOFIELD, C.P. WROTH (1958) On the yielding of soils.
Geotechnique, vol. 1, 22–52.
S. SAITOH, Y. SUZUKI, K. SHIRAI (1985) Hardening of soil improved by deep
mixing method. Proc. Int. Conf. on Soil Mechanics and Foundation Engineering,
11, San Francisco, Aug. 1985. vol. 3.
R.L. SCHIFFMAN (1980) Finite and infinitesimal strain consolidation. Journal of
the Geotechnical Engineering Division, ASCE, vol. 106, no. GT2, s 203–207.
R.L. SCHIFFMAN, Theories of consolidation: a comparative study. Proc. Sym-
posium on Developments in Geotechnical Engineering, Bangkok, Thailand,
January (1994).
R.L. SCHIFFMAN, S.K. ARYA, One-dimensional consolidation. Numerical
methods in geotechnical engineering, Desai & Christian (eds.), McGraw-Hill
(1977), 364–398.

© 2007 by Taylor & Francis Group, LLC


138 References

A. SCHOFIELD, P. WROTH, Critical state soil mechanics. McGraw-Hill, UK


(1968).
H.B. SEED, I.M. IDRISS (1971) Simplified procedure for evaluating soil liquefac-
tion potential. Journal of the Soil Mechanics and Foundations Division, ASCE,
vol. 97, no. SM9, 1249–1273.
F. TAVENAS, Some aspects of clay behaviour and their consequences on modelling
techniques. Laboratory shear strength of soil, ASTM STP 740; Yong, Towsend
(eds.) (1981), 667–677.
F. TAVENAS, S. LEROUEIL (1987) State of the art on laboratory and in-situ
stress-strain-time behaviour of soft clays. Proceedings of International sympo-
sium on geotechnical engineering of soft soils, Ciudad de Mexico, Agosto 1987,
vol. 2.
D.W. TAYLOR (1937) Stability of earth slopes. Journal of Boston Society of Civil
Engineering, vol. 24, 197–246.
K. TERZAGHI, Erdbaumechaniek auf bodenphysikaliser Grundlage. Leipzig
Deuticke (1925).
USACE (1990) Engineering and Design – Settlement Analysis. Publication
Number: EM 1110-1-1904.
P. VAN IMPE, Consolidatie van verzadigde, sterk samendrukbare poreuze media.
Final degree work, Faculty of applied sciences, University of Ghent (1999).
W.F. VAN IMPE, Foundation engineering problems at the construction of the new
Zebrugge harbour. Internal report, Laboratory of soil mechanics, University of
Ghent (1985).
W.F. VAN IMPE, Evaluation of deformation and bearing capacity parameters of
foundations from static CPT results. Proc. 4th Int. Geot. Seminar, Singapore
(1986).
W.F. VAN IMPE, Soil improvement techniques and their evolution. AA Balkema,
Rotterdam, Netherlands (1989).
W.F. VAN IMPE (1997) Soil improvement experiences in Belgium: part III. Case
histories. Ground Improvement, vol. 1, no. 4, 179–191.
P.O. VAN IMPE (1999) Consolidation of very compressible saturated porous media.
Final degree work, Faculty of Applied Sciences, Ghent University. In Dutch.
W.F. VAN IMPE, Deep mixing. Internal report, Laboratory of soil mechanics,
University of Ghent (2000).
W.F. VAN IMPE, E. DE BEER (1984) Contribution to the analysis of landslides in
quick clay. International symposium on landslides, 4, Toronto, Sept. 1984. Vol. 2.
W.F. VAN IMPE, R.D. VERÁSTEGUI FLORES, M. VAN DEN BROECK, P.
MENGÉ (2004) Stabilisation of dredged sludge with different types of binders.
Proc. Int. Symp. on Engineering Practice and Performance of Soft Deposits,
Osaka, 197–200.
R.D. VERÁSTEGUI FLORES (2001) Geotechnics of staged construction. Final
degree work, Faculty of Applied Sciences, Ghent University.
R.D. VERASTEGUI FLORES et al., Lime-cement mixing for improvement
of alluvial soft Belgian soil. Proc. Int. Symp. on Engineering Practice and
Performance of Soft Deposits, IS-OSAKA (2004), Japan 241–246.
R.D. VERASTEGUI FLORES, W.F. VAN IMPE, P. AFSCHRIFT, W.
CROMHEEKE (2005) Lime cement columns in alluvial soft soil. Proc.
Int. Conf. Soil Mechanics and Geotechnical Engineering, 16, Osaka, vol. 3.

© 2007 by Taylor & Francis Group, LLC

You might also like