Environmental Engineering Reference
In-Depth Information
necessary to quantify the vulnerability of structures and systems exposed to soil
instabilities.
3.6. Bibliography
[ALO 90] A
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E.E., G
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soils”,
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[CHO 82] C
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Slope Analysis,
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[DES 95] D
ESAI
C.S., S
AMTANI
N., V
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L., “Constitutive modeling and analysis of
creeping slopes”,
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Geotech. Eng.
,
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[DUT 83] DUTI,
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,
EPFL, Lausanne, 1983.
[DUT 85] DUTI,
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,
EPFL, Lausanne, 1985.
[FRA 08] F
RANÇOIS
B., B
ONNARD
C.H., L
ALOUI
L.,
Investigation of the Geomechanical
Aspects of a Large Landslide by Means of a Finite-element Method: A Case Study
. pp.
4577-4585, Goa, India, October 1-6, 2008.
[FRE 93] F
REDLUND
D.G.,
Soil, Mechanics for Unsaturated Soils,
John Wiley, New York,
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[GEI 99] G
EISER
F., Comportement mécanique d'un limon non saturé. Etude expérimentale et
modélisation constitutive, EPFL Doctoral thesis, no. 1942, 1999.
[GUE 93] G
UEYE
I., Résistance au cisaillement des sols non saturés et stabilité des pentes,
EPFL thesis, no. 1186, 1993.
[HAS 79] H
ASSANIZADEH
M., G
RAY
W.G, “General conservation equations for multi-phase
Systems”,
Advances in Water Resources
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[HUT 85] H
UTTER
K., V
ULLIET
L., “Gravity-driven slow creeping flow of a viscous body at
elevated temperatures”,
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[HUT 88] H
UTCHINSON
J.N., “General report: Morphological and geotechnical parameters of
landslides in relation to geology and hydrogeology”,
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1988, vol. 1, pp. 3-35, Lausanne, Balkema, Rotterdam, 1998.
[HUT 99] H
UTTER
K., L
ALOUI
L., V
ULLIET
L., “Themodynamically based mixture models of
saturated and unsaturated soils”,
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, vol.
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[KLU 99] K
LUBERTANZ
G., Couplage hydro-mécanique dans les milieux triphasiques avec
application au déclenchement des laves torrentielles, EPFL Doctoral thesis, no. 2027,
1999.
[KLU 00] K
LUBERTANZ
G., L
ALOUI
L., V
ULLIET
L., “Parameters governing debris flow
initiation”, presented at:
Proc. 2nd Int. Conf. on Debris-Flow Hazards Mitigation,
Taipei,
August 16-18, 2000.