-
1
-
-
85040139699
-
-
Prentice Hall, Inc., Englewood Cliffs, NJ
-
Blatt, H. et al. (1971): Origin of Sedimentary Rocks, Prentice Hall, Inc., Englewood Cliffs, NJ.
-
(1971)
Origin of Sedimentary Rocks
-
-
Blatt, H.1
-
2
-
-
0022035052
-
Dynamic penetration resistance and the prediction of the compressibility of a fine grained sand - A laboratory study
-
Clayton, C. R. I., Hababa, M. B. and Simons, N. E. (1985): "Dynamic penetration resistance and the prediction of the compressibility of a fine grained sand - a laboratory study," Géotechniquè, Vol. 35, No. 1, pp. 19-31.
-
(1985)
Géotechniquè
, vol.35
, Issue.1
, pp. 19-31
-
-
Clayton, C.R.I.1
Hababa, M.B.2
Simons, N.E.3
-
3
-
-
33745930479
-
Influence of grain shape and gradation on liquefaction
-
Enokido, M. and Ueda, T. (1997): "Influence of grain shape and gradation on liquefaction," Soils and Foundations, Vol. 37, No. 4, pp. 149-154.
-
(1997)
Soils and Foundations
, vol.37
, Issue.4
, pp. 149-154
-
-
Enokido, M.1
Ueda, T.2
-
6
-
-
0015457722
-
Effect of particle shape on the engineering properties of granular soils
-
ASTM Special Technical Publication, STP 523
-
Holubec, I. and D'Appolonia, E. (1973): "Effect of particle shape on the engineering properties of granular soils," Proc., Symp. Evaluation of Relative Density, ASTM Special Technical Publication, STP 523, pp. 304-318.
-
(1973)
Proc., Symp. Evaluation of Relative Density
, pp. 304-318
-
-
Holubec, I.1
D'Appolonia, E.2
-
7
-
-
0020101887
-
The effects of soil parameters on pore pressure rise and liquefaction prediction
-
Ishibashi, I., Sherif, M. A. and Cheng, W. L. (1982): "The effects of soil parameters on pore pressure rise and liquefaction prediction," Soils and Foundations, Vol. 22, No. 1, pp. 39-48.
-
(1982)
Soils and Foundations
, vol.22
, Issue.1
, pp. 39-48
-
-
Ishibashi, I.1
Sherif, M.A.2
Cheng, W.L.3
-
8
-
-
85066492857
-
Measurement of geological significance of shape and roundness of sedimentary particles
-
Krumbein, W. C. (1941): "Measurement of geological significance of shape and roundness of sedimentary particles," J. of Sedimentary Petrology, Vol. 11, pp. 64-72.
-
(1941)
J. of Sedimentary Petrology
, vol.11
, pp. 64-72
-
-
Krumbein, W.C.1
-
10
-
-
0002995193
-
Physi-cal characteristics of sands with different primary properties
-
Miura, K., Maeda, K., Furukawa, M. and Toki, S. (1997): "Physi-cal characteristics of sands with different primary properties," Soils and Foundations, Vol. 37, No. 3, pp. 53-64.
-
(1997)
Soils and Foundations
, vol.37
, Issue.3
, pp. 53-64
-
-
Miura, K.1
Maeda, K.2
Furukawa, M.3
Toki, S.4
-
11
-
-
0001298206
-
A new roundness scale for sedimentary particles
-
Powers, M. C. (1953): "A new roundness scale for sedimentary particles," J. of Sedimentary Petrology, Vol. 23, No. 2, pp. 117-119.
-
(1953)
J. of Sedimentary Petrology
, vol.23
, Issue.2
, pp. 117-119
-
-
Powers, M.C.1
-
13
-
-
0022237833
-
Confining pressure, grain angularity and liquefaction
-
Vaid, Y. P., Chern, J. C. and Tumi, H. (1985): "Confining pressure, grain angularity and liquefaction," J. of geotech. Engrg., Vol. 111, No. 10, pp. 1229-1235.
-
(1985)
J. of Geotech. Engrg.
, vol.111
, Issue.10
, pp. 1229-1235
-
-
Vaid, Y.P.1
Chern, J.C.2
Tumi, H.3
-
14
-
-
0000396241
-
Bearing capacity of deep foundations in sand
-
National Research Council, Washington D.C.
-
Vesic, A. S. (1963): "Bearing capacity of deep foundations in sand," Highway Research Record No. 39, National Research Council, Washington D.C., pp. 112-153.
-
(1963)
Highway Research Record No. 39
, vol.39
, pp. 112-153
-
-
Vesic, A.S.1
-
15
-
-
0000931788
-
Volume shape and roundness of rock particles
-
Wadell, H. (1932): "Volume shape and roundness of rock particles," J. of Geology, Vol. 40, pp. 443-688.
-
(1932)
J. of Geology
, vol.40
, pp. 443-688
-
-
Wadell, H.1
-
16
-
-
0017219598
-
Sand liquefaction through volume decrease potential
-
Watanabe, T. and Ishihara, K. (1976): "Sand liquefaction through volume decrease potential," Soils and Foundations, Vol. 16, No. 6, pp. 61-70.
-
(1976)
Soils and Foundations
, vol.16
, Issue.6
, pp. 61-70
-
-
Watanabe, T.1
Ishihara, K.2
-
18
-
-
2142712095
-
Factors controlling maximum and minimum densities of sands
-
ASTM Philadelphia
-
Youd, T. L. (1973): "Factors controlling maximum and minimum densities of sands," ASTM STP 523, ASTM Philadelphia, pp. 98-112.
-
(1973)
ASTM STP
, vol.523
, pp. 98-112
-
-
Youd, T.L.1
-
19
-
-
0026220981
-
Quantification of particle shape and angularity using the image analyzer
-
ASTM
-
Yudhbir and Rahim, A. (1991): "Quantification of particle shape and angularity using the image analyzer," Geotech. Testing J., ASTM, Vol. 14, No. 3, pp. 296-308.
-
(1991)
Geotech. Testing J.
, vol.14
, Issue.3
, pp. 296-308
-
-
Yudhbir1
Rahim, A.2
-
20
-
-
33745911281
-
Influence of morphology and mineralogy on engineering behavior of sands
-
Yokohama
-
Yudhbir, Shahu, J. T., Rahim, A. and Thomas, J. (1991): "Influence of morphology and mineralogy on engineering behavior of sands," Proc., Geocoast '91, Yokohama, Vol. 1, pp. 25-31.
-
(1991)
Proc., Geocoast '91
, vol.1
, pp. 25-31
-
-
Yudhbir1
Shahu, J.T.2
Rahim, A.3
Thomas, J.4
-
21
-
-
0346232699
-
Recent developments in laboratory strength and deformation testing
-
General Report, Rio de Janeiro, Brazil
-
Yudhbir and Wood, D. M. (1989): "Recent developments in laboratory strength and deformation testing," General Report, Proc., 12th Int. Conf. on SMFE, Rio de Janeiro, Brazil, Vol. 4, pp. 2303-2338.
-
(1989)
Proc., 12th Int. Conf. on SMFE
, vol.4
, pp. 2303-2338
-
-
Yudhbir1
Wood, D.M.2
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