-
1
-
-
85032650550
-
Standard Method for Particle Size Analysis of Soils
-
Vol. 4.08, ASTM, West Conshokochen. PA
-
ASTM designation: D 422-63, 1989, Standard Method for Particle Size Analysis of Soils, Annual Book of ASTM Dtandards, Vol. 4.08, ASTM, West Conshokochen. PA.
-
(1989)
Annual Book of ASTM Dtandards
-
-
-
2
-
-
85032648679
-
Test for Liquid Limit of Soil
-
Vol. 4.08, ASTM, West Conshokochen, PA
-
ASTM designation: D 423-66, 1989, Test for Liquid Limit of Soil, Annual Book of ASTM Standards, Vol. 4.08, ASTM, West Conshokochen, PA.
-
(1989)
Annual Book of ASTM Standards
-
-
-
3
-
-
0022097535
-
Use of the Cone Penetrometer to Determine Consistency Limits
-
Belviso, R., Ciampoli, S., Cotecchia, V., and Federico, A., 1985, "Use of the Cone Penetrometer to Determine Consistency Limits," Ground Engineering, Vol. 18, No. 5, pp. 21-22.
-
(1985)
Ground Engineering
, vol.18
, Issue.5
, pp. 21-22
-
-
Belviso, R.1
Ciampoli, S.2
Cotecchia, V.3
Federico, A.4
-
4
-
-
85032649475
-
British Standard Methods of Test for Soil for Engineering Purposes
-
BSI, London
-
BS: 1377, 1990, British Standard Methods of Test for Soil for Engineering Purposes, Part 2: Classification Tests, BSI, London.
-
(1990)
Part 2: Classification Tests
-
-
-
5
-
-
0022077381
-
The Effect of Clay Content on Liquid Limit from a Fall Cone and the British Cup Device
-
GT JODJ
-
Budhu, M., 1985, "The Effect of Clay Content on Liquid Limit from a Fall Cone and the British Cup Device," Geotechnical Testing Journal, GT JODJ, Vol. 8. No. 2, pp. 91-95.
-
(1985)
Geotechnical Testing Journal
, vol.8
, Issue.2
, pp. 91-95
-
-
Budhu, M.1
-
6
-
-
0001056368
-
Research on the Atterberg Limits of Soils
-
Casagrande, A., 1932, "Research on the Atterberg Limits of Soils," Public Roads, Vol. 13, No. 8, pp. 121-136.
-
(1932)
Public Roads
, vol.13
, Issue.8
, pp. 121-136
-
-
Casagrande, A.1
-
7
-
-
0002799161
-
Notes on the Design of the Liquid Limit Device
-
Casagrande, A., 1958, "Notes on the Design of the Liquid Limit Device," Geotechnique, Vol. 8, No. 2, pp. 84-91.
-
(1958)
Geotechnique
, vol.8
, Issue.2
, pp. 84-91
-
-
Casagrande, A.1
-
8
-
-
0030985957
-
ETC 5 Fall-Cone Study
-
Farrell, E., 1997, "ETC 5 Fall-Cone Study," Ground Engineering, Vol. 30, No. 1, pp. 33-36.
-
(1997)
Ground Engineering
, vol.30
, Issue.1
, pp. 33-36
-
-
Farrell, E.1
-
10
-
-
0042238929
-
Soil Properties in Relation to Hydration of Exchangeable Cations
-
Paris
-
Havlicek, J. and Kazda, J., 1961, "Soil Properties in Relation to Hydration of Exchangeable Cations," Proceedings, 5th International Conference on Soil Mechanics and Foundation Engineering, Paris, Vol. 1, pp. 137-142.
-
(1961)
Proceedings, 5th International Conference on Soil Mechanics and Foundation Engineering
, vol.1
, pp. 137-142
-
-
Havlicek, J.1
Kazda, J.2
-
12
-
-
0000973603
-
Shear Strength of Montmorillonite
-
Mesri, G. and Olson, R. E., 1970, "Shear Strength of Montmorillonite," Geotechnique, Vol. 20, No. 3, pp. 261-270.
-
(1970)
Geotechnique
, vol.20
, Issue.3
, pp. 261-270
-
-
Mesri, G.1
Olson, R.E.2
-
13
-
-
0022031609
-
A Comparison of Liquid Limit Test Results
-
Moon, C. F. and White, K. B., 1985, "A Comparison of Liquid Limit Test Results," Geotechnique, Vol. 35, No. 1, pp. 59-60.
-
(1985)
Geotechnique
, vol.35
, Issue.1
, pp. 59-60
-
-
Moon, C.F.1
White, K.B.2
-
14
-
-
0025919881
-
The Chemical and Mineralogical Controls Upon the Residual Strength of Pure and Natural Clays
-
Moore, R., 1991, "The Chemical and Mineralogical Controls Upon the Residual Strength of Pure and Natural Clays," Geotechnique, Vol. 41, No. 1, pp. 35-47.
-
(1991)
Geotechnique
, vol.41
, Issue.1
, pp. 35-47
-
-
Moore, R.1
-
15
-
-
85032650971
-
-
Author's reply to discussion
-
Moore, R., 1992, Author's reply to discussion, Geotechnique, Vol. 42, No. 1, pp. 152-153.
-
(1992)
Geotechnique
, vol.42
, Issue.1
, pp. 152-153
-
-
Moore, R.1
-
16
-
-
84954314863
-
A Comparison of Values of Liquid Limit Determined with Apparatus Having Bases of Different Hardness
-
Norman, L. E. J., 1958, "A Comparison of Values of Liquid Limit Determined with Apparatus Having Bases of Different Hardness," Geotechnique, Vol. 8, No. 2, pp. 79-83.
-
(1958)
Geotechnique
, vol.8
, Issue.2
, pp. 79-83
-
-
Norman, L.E.J.1
-
17
-
-
0022675557
-
The Applicability of the Cone Penetrometer to Determine the Liquid Limit of Lateritic Soils
-
Queiroz De Carvalho, J. B., 1986, "The Applicability of the Cone Penetrometer to Determine the Liquid Limit of Lateritic Soils," Geotechnique, Vol. 36, No. 1, pp. 109-111.
-
(1986)
Geotechnique
, vol.36
, Issue.1
, pp. 109-111
-
-
Queiroz De Carvalho, J.B.1
-
20
-
-
0013125307
-
Engineering Behaviour of Fine Grained Soils - A Fundamental Approach
-
Sridharan, A., 1991, "Engineering Behaviour of Fine Grained Soils - A Fundamental Approach," Indian Geotechnical Journal, Vol. 21, No. 1, pp. 1-136.
-
(1991)
Indian Geotechnical Journal
, vol.21
, Issue.1
, pp. 1-136
-
-
Sridharan, A.1
-
21
-
-
0020336459
-
Double Layer Theory and Compressibility of Clays
-
Sridharan, A. and Jayadeva, M. S., 1982, "Double Layer Theory and Compressibility of Clays," Geotechnique, Vol. 32, No. 2, pp. 133-144.
-
(1982)
Geotechnique
, vol.32
, Issue.2
, pp. 133-144
-
-
Sridharan, A.1
Jayadeva, M.S.2
-
22
-
-
0001561462
-
Liquid Limit of Montmorilonite Soils
-
GT JODJ
-
Sridharan, A., Rao, S. M., and Murthy, N. S., 1986a, "Liquid Limit of Montmorilonite Soils," Geotechnical Testing Journal, GT JODJ, Vol. 9, No. 3, pp. 156-159.
-
(1986)
Geotechnical Testing Journal
, vol.9
, Issue.3
, pp. 156-159
-
-
Sridharan, A.1
Rao, S.M.2
Murthy, N.S.3
-
23
-
-
0022895930
-
Compressibility Behavior of Homoionised Bentonites
-
Sridharan, A., Rao, S. M., and Murthy, N. S., 1986b, "Compressibility Behavior of Homoionised Bentonites," Geotechnique, Vol. 36, No. 4, pp. 551-564.
-
(1986)
Geotechnique
, vol.36
, Issue.4
, pp. 551-564
-
-
Sridharan, A.1
Rao, S.M.2
Murthy, N.S.3
-
24
-
-
0024165843
-
Liquid Limit of Kaolinitic Soils
-
Sridharan, A., Rao, S. M., and Murthy, N. S., 1988, "Liquid Limit of Kaolinitic Soils," Geotechnique, Vol. 38, No. 2, pp. 191-198.
-
(1988)
Geotechnique
, vol.38
, Issue.2
, pp. 191-198
-
-
Sridharan, A.1
Rao, S.M.2
Murthy, N.S.3
-
25
-
-
0007950952
-
Effective Stress Theory of Shrinkage Phenomena
-
Sridharan, A. and Venkatappa Rao, G., 1971, "Effective Stress Theory of Shrinkage Phenomena," Canadian Geotechnical Journal, Vol. 8, No. 4, pp. 503-513.
-
(1971)
Canadian Geotechnical Journal
, vol.8
, Issue.4
, pp. 503-513
-
-
Sridharan, A.1
Venkatappa Rao, G.2
-
26
-
-
0000867984
-
Mechanisms Controlling Volume Change of Saturated Clays and the Role of the Effective Stress Concept
-
Sridharan, A. and Venkatappa Rao, G., 1973, "Mechanisms Controlling Volume Change of Saturated Clays and the Role of the Effective Stress Concept," Geotechnique, Vol. 23, No. 3, pp. 359-382.
-
(1973)
Geotechnique
, vol.23
, Issue.3
, pp. 359-382
-
-
Sridharan, A.1
Venkatappa Rao, G.2
-
27
-
-
0016781013
-
Mechanisms Controlling the Liquid Limit of Clays
-
Sridharan, A. and Venkatappa Rao, G., 1975, "Mechanisms Controlling the Liquid Limit of Clays," Proceedings, Istanbul Conference on Soil Mechanics and Foundation Engineering, Vol. 1, pp. 65-74.
-
(1975)
Proceedings, Istanbul Conference on Soil Mechanics and Foundation Engineering
, vol.1
, pp. 65-74
-
-
Sridharan, A.1
Venkatappa Rao, G.2
-
28
-
-
0041738565
-
-
Ph.D. thesis, Indian Institute of Science, Bangalore, India
-
Venkatappa Rao, G., 1972, "Physico-Chemical Mechanisms Controlling Volume Change and Shear Behaviour of Clays," Ph.D. thesis, Indian Institute of Science, Bangalore, India.
-
(1972)
Physico-chemical Mechanisms Controlling Volume Change and Shear Behaviour of Clays
-
-
Venkatappa Rao, G.1
-
29
-
-
0010474045
-
Interpretation of the Upper Plastic Limit of Clays
-
Warkentin, B. P., 1961, "Interpretation of the Upper Plastic Limit of Clays," Nature, Vol. 190, pp. 287-288.
-
(1961)
Nature
, vol.190
, pp. 287-288
-
-
Warkentin, B.P.1
-
30
-
-
0043241302
-
Shear Strength of Montmorillonite and Kaolinite Related to Interparticle Forces
-
Warkentin, B. P. and Yong, R. N., 1962, "Shear Strength of Montmorillonite and Kaolinite Related to Interparticle Forces," Clays and Clay Minerals, Vol. 9, pp. 210-218.
-
(1962)
Clays and Clay Minerals
, vol.9
, pp. 210-218
-
-
Warkentin, B.P.1
Yong, R.N.2
-
31
-
-
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," Canadian Geotechnical Journal, Vol. 23, No. 2, pp. 241-246.
-
(1986)
Canadian Geotechnical Journal
, vol.23
, Issue.2
, pp. 241-246
-
-
Wasti, Y.1
Bezirci, M.H.2
-
32
-
-
0001546809
-
Atterberg Plastic Limits of Clay Minerals
-
White, W. A., 1949, "Atterberg Plastic Limits of Clay Minerals," American Mineralogist, Vol. 34, pp. 508-512.
-
(1949)
American Mineralogist
, vol.34
, pp. 508-512
-
-
White, W.A.1
-
33
-
-
0019900141
-
Soil Plasticity and Strength - A New Approach Using Extrusion
-
Whyte, I. L., 1982, "Soil Plasticity and Strength - A New Approach Using Extrusion," Ground Engineering, Vol. 15, No. 1, pp. 16-24.
-
(1982)
Ground Engineering
, vol.15
, Issue.1
, pp. 16-24
-
-
Whyte, I.L.1
-
34
-
-
85025010710
-
-
Discussion
-
Whyte, I. L., 1983, Discussion, Geotechnique, Vol. 33, No. 1, pp. 76-78.
-
(1983)
Geotechnique
, vol.33
, Issue.1
, pp. 76-78
-
-
Whyte, I.L.1
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