-
1
-
-
0034144058
-
Influence of stress state on soil-water characteristics and slope stability
-
NgCharles W W, Pang Y W. Influence of stress state on soil-water characteristics and slope stability[J]. J. Geotech. and Geoenvir. Eng., 1999, 126(1): 157-166.
-
(1999)
J. Geotech. and Geoenvir. Eng.
, vol.126
, Issue.1
, pp. 157-166
-
-
NgCharles, W.W.1
Pang, Y.W.2
-
2
-
-
0037114546
-
A fractal model for soil pores and its application to determination of water permeability
-
Xu Y F, Sun D A. A fractal model for soil pores and its application to determination of water permeability [J]. Physica A., 2002, 316(1-4): 56-64.
-
(2002)
Physica A.
, vol.316
, Issue.1-4
, pp. 56-64
-
-
Xu, Y.F.1
Sun, D.A.2
-
3
-
-
0043093802
-
Fractal approach to hydraulic properties in unsaturated porous media
-
Xu Y F, Dong P. Fractal approach to hydraulic properties in unsaturated porous media[J]. Chaos Solitons and Fractals, 2003, 19(2): 327-337.
-
(2003)
Chaos Solitons and Fractals
, vol.19
, Issue.2
, pp. 327-337
-
-
Xu, Y.F.1
Dong, P.2
-
5
-
-
0029480555
-
Hydraulic conductivity of thirteen compacted clays
-
Benson C H, Trast J M. Hydraulic conductivity of thirteen compacted clays[J]. Clays and Clays Minerals, 1995, 43(6): 669-681.
-
(1995)
Clays and Clays Minerals
, vol.43
, Issue.6
, pp. 669-681
-
-
Benson, C.H.1
Trast, J.M.2
-
6
-
-
0033987542
-
Clay swelling and formation permeability reductions induced by a nonionic surfactant
-
Gardner K H, Arias M S. Clay swelling and formation permeability reductions induced by a nonionic surfactant[J]. Environ. Sci. Technol., 2000, 34(1): 160-166.
-
(2000)
Environ. Sci. Technol.
, vol.34
, Issue.1
, pp. 160-166
-
-
Gardner, K.H.1
Arias, M.S.2
-
7
-
-
85014128291
-
Assumption prediction and reality in geotechnical engineering
-
Vaughan P R. Assumption prediction and reality in geotechnical engineering[J]. Geotechnique, 1994, 44(4): 573-609.
-
(1994)
Geotechnique
, vol.44
, Issue.4
, pp. 573-609
-
-
Vaughan, P.R.1
-
8
-
-
0030165605
-
Analysis of hydraulic gradient effects for laboratory hydraulic conductivity testing
-
Fox P J. Analysis of hydraulic gradient effects for laboratory hydraulic conductivity testing[J]. J. Geotech. Testing, 1996, 19(29): 181-190.
-
(1996)
J. Geotech. Testing
, vol.19
, Issue.29
, pp. 181-190
-
-
Fox, P.J.1
-
9
-
-
0021638995
-
Fluid conductivity testing of fine-grained soils
-
Dunn R J. Fluid conductivity testing of fine-grained soils[J]. J. Geotech. Engng., ASCE, 1984, 110(11): 1648-1665.
-
(1984)
J. Geotech. Engng., ASCE
, vol.110
, Issue.11
, pp. 1648-1665
-
-
Dunn, R.J.1
-
10
-
-
0342785508
-
Long term stability of bentonite/sand mixtures at L. L. R. W. storage
-
Kamon M. (ed.), Rotterdam: A. A. Balkema
-
Imamura S, Sueoka T, Kamon M. Long term stability of bentonite/sand mixtures at L. L. R. W. storage[A]. In: Kamon M ed, Environmental Geotechnics[C]. Rotterdam: A. A. Balkema, 2000. 545-550.
-
(2000)
Environmental Geotechnics
, pp. 545-550
-
-
Imamura, S.1
Sueoka, T.2
Kamon, M.3
-
11
-
-
15944393372
-
Evaluating the hydraulic conductivity of GCLs permeated with nonstandard liquids
-
Shackelford C D, Benson C H, Katsumi T, et al. Evaluating the hydraulic conductivity of GCLs permeated with nonstandard liquids[J]. Geotexiles and Geotech. and Geoenviron. Eng., ASCE, 2000, 126(5): 408-419.
-
(2000)
Geotexiles and Geotech. and Geoenviron. Eng., ASCE
, vol.126
, Issue.5
, pp. 408-419
-
-
Shackelford, C.D.1
Benson, C.H.2
Katsumi, T.3
-
12
-
-
33847760988
-
The hydraulic conductivity and fabric of bentonite
-
Chinese source
-
Komine H. The hydraulic conductivity and fabric of bentonite [J]. Soils and Foundations, 2001, (2): 17-20. (in Chinese)
-
(2001)
Soils and Foundations
, Issue.2
, pp. 17-20
-
-
Komine, H.1
|