-
1
-
-
84891353326
-
Standard test method for particle-size analysis of soils
-
West Conshohocken, PA
-
ASTM. (2007). "Standard test method for particle-size analysis of soils." D422, West Conshohocken, PA
-
(2007)
D422
-
-
-
2
-
-
84921031164
-
Standard test methods for determination of the soil water characteristic curve for desorption using a hanging column, pressure extractor, chilled mirror hygrometer, and/or centrifuge
-
West Conshohocken, PA
-
ASTM. (2008). "Standard test methods for determination of the soil water characteristic curve for desorption using a hanging column, pressure extractor, chilled mirror hygrometer, and/or centrifuge." D6836, West Conshohocken, PA
-
(2008)
D6836
-
-
-
3
-
-
84988271566
-
Standard test methods for specific gravity of soil solids by water pycnometer
-
West Conshohocken, PA
-
ASTM. (2010). "Standard test methods for specific gravity of soil solids by water pycnometer." D584, West Conshohocken, PA
-
(2010)
D584
-
-
-
4
-
-
84906980475
-
British standard methods of test for soils for civil engineering purposes
-
London
-
British Standards Institution (BSI). (1990). "British standard methods of test for soils for civil engineering purposes." BS 1377-2, London
-
(1990)
BS 1377-2
-
-
-
5
-
-
0034745558
-
Unsaturated particulate materials-Particle-level studies
-
Cho, G. C., and Santamarina, J. C. (2001). "Unsaturated particulate materials-Particle-level studies." J. Geotech. Geoenviron. Eng., 10.1061/ (ASCE)1090-0241(2001)127:1(84), 84-96
-
(2001)
J. Geotech. Geoenviron. Eng.
, pp. 84-96
-
-
Cho, G.C.1
Santamarina, J.C.2
-
6
-
-
84886606837
-
Rate effect on cone penetration test in sand
-
Danziger, F. A. B., and Lunne, T. (2012). "Rate effect on cone penetration test in sand." Geotech. Eng. J. SEAGS AGSSEA, 43(4), 72-81
-
(2012)
Geotech. Eng. J. SEAGS AGSSEA
, vol.43
, Issue.4
, pp. 72-81
-
-
Danziger, F.A.B.1
Lunne, T.2
-
8
-
-
0034071176
-
Fall-cone penetration and water content relationship of clays
-
Feng, T.-W. (2000). "Fall-cone penetration and water content relationship of clays." Geotechnique, 50(2), 181-187
-
(2000)
Geotechnique
, vol.50
, Issue.2
, pp. 181-187
-
-
Feng, T.-W.1
-
9
-
-
2942511331
-
Using a small ring and a fall-cone to determine the plastic limit
-
Feng, T.-W. (2004). "Using a small ring and a fall-cone to determine the plastic limit." J. Geotech. Geoenviron. Eng., 10.1061/(ASCE)1090-0241(2004)130:6(630), 630-635
-
(2004)
J. Geotech. Geoenviron. Eng.
, pp. 630-635
-
-
Feng, T.-W.1
-
10
-
-
84891585427
-
-
Wiley, Hoboken, NJ
-
Fredlund, D. G., Rahardjo, H., and Fredlund, M. D. (2012). Unsaturated soil mechanics in engineering practice, Wiley, Hoboken, NJ
-
(2012)
Unsaturated soil mechanics in engineering practice
-
-
Fredlund, D.G.1
Rahardjo, H.2
Fredlund, M.D.3
-
11
-
-
0002531238
-
A new approach to the determination of the shear strength of clay by the fall-cone test
-
Stockholm, Sweden
-
Hansbo, S. (1957). "A new approach to the determination of the shear strength of clay by the fall-cone test." Proc., Royal Swedish Geotechnical Institute, Stockholm, Sweden
-
(1957)
Proc., Royal Swedish Geotechnical Institute
-
-
Hansbo, S.1
-
12
-
-
0024069320
-
Using the BS cone penetrometer for the determination of the plastic limit of soils
-
Harison, J. A. (1988). "Using the BS cone penetrometer for the determination of the plastic limit of soils." Geotechnique, 38(3), 433-438
-
(1988)
Geotechnique
, vol.38
, Issue.3
, pp. 433-438
-
-
Harison, J.A.1
-
13
-
-
0020336456
-
Theoretical analysis of the fall cone test
-
Houlsby, G. T. (1982). "Theoretical analysis of the fall cone test." Geotechnique, 32(2), 111-118
-
(1982)
Geotechnique
, vol.32
, Issue.2
, pp. 111-118
-
-
Houlsby, G.T.1
-
14
-
-
0000997682
-
Suggested improvements in the liquid limit test with reference to flow properties of remoulded clays
-
Dunod, Paris
-
Karlsson, R. (1961). "Suggested improvements in the liquid limit test with reference to flow properties of remoulded clays." Proc., 5th Int. Conf. Soil Mechanics and Foundation Engineering, Vol. 1, Dunod, Paris, 171-184
-
(1961)
Proc., 5th Int. Conf. Soil Mechanics and Foundation Engineering
, vol.1
, pp. 171-184
-
-
Karlsson, R.1
-
15
-
-
0038476502
-
Modeling of tensile strength on moist granular material at low water content
-
Kim, T.-H., and Hwang, C. (2003). "Modeling of tensile strength on moist granular material at low water content." Eng. Geol., 69(3-4), 233-244
-
(2003)
Eng. Geol.
, vol.69
, Issue.3-4
, pp. 233-244
-
-
Kim, T.-H.1
Hwang, C.2
-
16
-
-
0026992665
-
The influence of test procedure on correlation of Atterberg limits with liquefaction in fine-grained soils
-
Koester, J. P. (1992). "The influence of test procedure on correlation of Atterberg limits with liquefaction in fine-grained soils." Geotech Test. J., 15(4), 352-361
-
(1992)
Geotech Test. J.
, vol.15
, Issue.4
, pp. 352-361
-
-
Koester, J.P.1
-
17
-
-
0035494656
-
Theory and practice of the fall cone test
-
Koumoto, T., and Houlsby, G. T. (2001). "Theory and practice of the fall cone test." Geotechnique, 51(8), 701-712
-
(2001)
Geotechnique
, vol.51
, Issue.8
, pp. 701-712
-
-
Koumoto, T.1
Houlsby, G.T.2
-
18
-
-
0030267290
-
Liquid limits and fall cones
-
Leroueil, S., and Le Bihan, J.-P. (1996). "Liquid limits and fall cones." Can Geotech. J., 33(5), 793-798
-
(1996)
Can Geotech. J.
, vol.33
, Issue.5
, pp. 793-798
-
-
Leroueil, S.1
Le Bihan, J.-P.2
-
19
-
-
84879729208
-
Pore-scale model for water retention and fluid partitioning of partially saturated granular soil
-
Likos, W. J., and Jaafar, R. (2013). "Pore-scale model for water retention and fluid partitioning of partially saturated granular soil." J. Geotech Geoenviron. Eng., 10.1061/(ASCE)GT.1943-5606.0000811, 724-737
-
(2013)
J. Geotech Geoenviron. Eng
, pp. 724-737
-
-
Likos, W.J.1
Jaafar, R.2
-
20
-
-
77954874657
-
Modified direct shear apparatus for unsaturated sands at low suction and stress
-
Likos, W. J., Wayllace, A., Godt, J., and Lu, N. (2010). "Modified direct shear apparatus for unsaturated sands at low suction and stress." Geotech Test. J., 33(4), 286-298
-
(2010)
Geotech Test. J.
, vol.33
, Issue.4
, pp. 286-298
-
-
Likos, W.J.1
Wayllace, A.2
Godt, J.3
Lu, N.4
-
21
-
-
58149090296
-
Infinite slope stability under steady unsaturated seepage conditions
-
Lu, N., and Godt, J. (2008). "Infinite slope stability under steady unsaturated seepage conditions." Water Resour. Res., 44(11), W11404
-
(2008)
Water Resour. Res.
, vol.44
, Issue.11
, pp. W11404
-
-
Lu, N.1
Godt, J.2
-
22
-
-
77955445528
-
A closed-form equation for effective stress in unsaturated soils
-
Lu, N., Godt, J. W., and Wu, D. T. (2010). "A closed-form equation for effective stress in unsaturated soils." Water Resour. Res., 46(5), W05515
-
(2010)
Water Resour. Res.
, vol.46
, Issue.5
, pp. W05515
-
-
Lu, N.1
Godt, J.W.2
Wu, D.T.3
-
23
-
-
84874410004
-
A drying cake method for measuring suctionstress characteristic curve, soil-water retention curve, and hydraulic conductivity function
-
Lu, N., and Kaya, M. (2013). "A drying cake method for measuring suctionstress characteristic curve, soil-water retention curve, and hydraulic conductivity function." Geotech. Test. J., 36(1), 1-19
-
(2013)
Geotech. Test. J.
, vol.36
, Issue.1
, pp. 1-19
-
-
Lu, N.1
Kaya, M.2
-
24
-
-
70549084718
-
Tensile strength of unsaturated sand
-
Lu, N., Kim, T.-H., Sture, S., and Likos, W. J. (2009). "Tensile strength of unsaturated sand." J. Eng. Mech., 10.1061/(ASCE)EM.1943-7889.0000054, 1410-1419
-
(2009)
J. Eng. Mech.
, pp. 1410-1419
-
-
Lu, N.1
Kim, T.-H.2
Sture, S.3
Likos, W.J.4
-
26
-
-
31044452066
-
Suction stress characteristic curve for unsaturated soil
-
Lu, N., and Likos, W. J. (2006). "Suction stress characteristic curve for unsaturated soil." J. Geotech. Geoenviron. Eng., 10.1061/(ASCE)1090-0241(2006)132:2(131), 131-142
-
(2006)
J. Geotech. Geoenviron. Eng.
, pp. 131-142
-
-
Lu, N.1
Likos, W.J.2
-
27
-
-
84863181386
-
Relationship between the soil-water characteristic curve and the suction stress characteristic curve: Experimental evidence from residual soils
-
Oh, S., Lu, N., Kim, Y. K., Lee, S. J., and Lee, S. R. (2012). "Relationship between the soil-water characteristic curve and the suction stress characteristic curve: Experimental evidence from residual soils." J. Geotech. Geoenviron. Eng., 10.1061/(ASCE)GT.1943-5606.0000564, 47-57
-
(2012)
J. Geotech. Geoenviron. Eng
, pp. 47-57
-
-
Oh, S.1
Lu, N.2
Kim, Y.K.3
Lee, S.J.4
Lee, S.R.5
-
28
-
-
84864615993
-
Stress-strain behavior of sand at high strain rates
-
Omidvar, M., Iskander, M., and Bless, S. (2012). "Stress-strain behavior of sand at high strain rates." Int. J. Impact Eng., 49, 192-213
-
(2012)
Int. J. Impact Eng
, vol.49
, pp. 192-213
-
-
Omidvar, M.1
Iskander, M.2
Bless, S.3
-
29
-
-
33845676780
-
Soil reactions in saturated sand caused by impulsive loads
-
Ottesen-Hansen, N.-E., and Gislason, K. (2007). "Soil reactions in saturated sand caused by impulsive loads." J. Waterway, Port, Coastal, Ocean Eng., 10.1061/(ASCE)0733-950X(2007)133:1(39), 39-49
-
(2007)
J. Waterway, Port, Coastal, Ocean Eng
, pp. 39-49
-
-
Ottesen-Hansen, N.-E.1
Gislason, K.2
-
30
-
-
0344314595
-
Comparison charts for estimating roundness and sphericity
-
Powers, M. C. (1982). "Comparison charts for estimating roundness and sphericity." AGI Data Sediment. Petrol., 23(2), 117-119
-
(1982)
AGI Data Sediment. Petrol.
, vol.23
, Issue.2
, pp. 117-119
-
-
Powers, M.C.1
-
31
-
-
0027544730
-
Voids and granulometry: Effects on shear modulus of unsaturated sands
-
Qian, X., Gray, D. H., and Woods, R. D. (1993). "Voids and granulometry: Effects on shear modulus of unsaturated sands." J. Geotech. Engrg., 10.1061/(ASCE)0733-9410(1993)119:2(295), 295-314
-
(1993)
J. Geotech. Engrg
, pp. 295-314
-
-
Qian, X.1
Gray, D.H.2
Woods, R.D.3
-
32
-
-
0016485173
-
Tensile strength of agglomerates
-
Schubert, H. (1975). "Tensile strength of agglomerates." Powder Technol., 11(2), 107-119
-
(1975)
Powder Technol.
, vol.11
, Issue.2
, pp. 107-119
-
-
Schubert, H.1
-
33
-
-
84855192760
-
A comparative study of suction stress between sand and silt under unsaturated conditions
-
Song, Y.-S., Hwang, W.-K., Jung, S.-J., and Kim, T.-H. (2012). "A comparative study of suction stress between sand and silt under unsaturated conditions." Eng. Geol., 124(4), 90-97
-
(2012)
Eng. Geol.
, vol.124
, Issue.4
, pp. 90-97
-
-
Song, Y.-S.1
Hwang, W.-K.2
Jung, S.-J.3
Kim, T.-H.4
-
34
-
-
84909720236
-
Penetration and tests for liquid limit
-
ASTM, West Conshohocken, PA
-
Sowers, G. F., Vesic, A., and Grandolfi, M. (1959). "Penetration and tests for liquid limit." Special Technical Publication No. 254, ASTM, West Conshohocken, PA, 216-224
-
(1959)
Special Technical Publication No. 254
, pp. 216-224
-
-
Sowers, G.F.1
Vesic, A.2
Grandolfi, M.3
-
35
-
-
0019057216
-
A closed-form equation for predicting the hydraulic conductivity of unsaturated soils
-
van Genuchten, M. T. (1980). "A closed-form equation for predicting the hydraulic conductivity of unsaturated soils." Soil Sci. Soc. Am. J., 44(5), 892-898
-
(1980)
Soil Sci. Soc. Am. J.
, vol.44
, Issue.5
, pp. 892-898
-
-
van Genuchten, M.T.1
-
36
-
-
0023306728
-
Liquid and plastic limits as determined from the fall cone and the Casagrande methods
-
Wasti, Y. (1987). "Liquid and plastic limits as determined from the fall cone and the Casagrande methods." Geotech. Test. J., 10(1), 26-30
-
(1987)
Geotech. Test. J.
, vol.10
, Issue.1
, pp. 26-30
-
-
Wasti, Y.1
-
37
-
-
0022720201
-
Determination of the consistency limits of soils by the fall cone test
-
Wasti, Y., and Bezirci, M. H. (1986). "Determination of the consistency limits of soils by the fall cone test." Can. Geotech. J., 23(2), 241-246
-
(1986)
Can. Geotech. J.
, vol.23
, Issue.2
, pp. 241-246
-
-
Wasti, Y.1
Bezirci, M.H.2
-
38
-
-
84873382909
-
Quantification of grain, pore, and fluid microstructure of unsaturated sand from X-ray computed tomography images
-
Willson, C. S., Lu, N., and Likos, W. J. (2012). "Quantification of grain, pore, and fluid microstructure of unsaturated sand from X-ray computed tomography images." Geotech. Test. J., 35(6), 911-923
-
(2012)
Geotech. Test. J.
, vol.35
, Issue.6
, pp. 911-923
-
-
Willson, C.S.1
Lu, N.2
Likos, W.J.3
-
39
-
-
0003028014
-
The use of the cone penetrometer to determine the plastic limit of soils
-
Wood, D., and Wroth, C. P. (1978). "The use of the cone penetrometer to determine the plastic limit of soils." Ground Eng., 11(3), 37
-
(1978)
Ground Eng.
, vol.11
, Issue.3
, pp. 37
-
-
Wood, D.1
Wroth, C.P.2
-
40
-
-
0017973037
-
The correlation of index properties with some basic engineering properties of soils
-
Wroth, C. P., and Wood, D. M. (1978). "The correlation of index properties with some basic engineering properties of soils." Can. Geotech. J., 15(2), 137-145
-
(1978)
Can. Geotech. J.
, vol.15
, Issue.2
, pp. 137-145
-
-
Wroth, C.P.1
Wood, D.M.2
|