-
1
-
-
0020269995
-
Design parameters for sands from CPT
-
Baldi, G., Belloti, R., Ghionna, V., Jamiolkowski, M. & Pasqualini, E. (1982). Design parameters for sands from CPT. Proc. 2nd. Eur. Symp. Penetration Testing, ESPOT II, Amsterdam, 425-432.
-
(1982)
Proc. 2nd. Eur. Symp. Penetration Testing, ESPOT II, Amsterdam
, pp. 425-432
-
-
Baldi, G.1
Belloti, R.2
Ghionna, V.3
Jamiolkowski, M.4
Pasqualini, E.5
-
2
-
-
0002179129
-
Interpretation of CPTs and CPTUs. Part 2: Drained penetration of sands
-
Baldi, G., Belloti, R., Ghionna, V., Jamiolkowski, M. & Pasqualini, E. (1986). Interpretation of CPTs and CPTUs. Part 2: Drained penetration of sands. 4th Int. Geotechnical Seminar, Field Instrumentation and In Situ Measurements, Singapore, 143-156.
-
(1986)
4th Int. Geotechnical Seminar, Field Instrumentation and in Situ Measurements, Singapore
, pp. 143-156
-
-
Baldi, G.1
Belloti, R.2
Ghionna, V.3
Jamiolkowski, M.4
Pasqualini, E.5
-
3
-
-
0022082462
-
A state parameter for sands
-
Been, K. & Jefferies, M. G. (1985). A state parameter for sands. Géotechnique 35, No. 2, 99-112.
-
(1985)
Géotechnique
, vol.35
, Issue.2
, pp. 99-112
-
-
Been, K.1
Jefferies, M.G.2
-
4
-
-
0000825126
-
Discussion on 'A state parameter for sands'
-
Been, K. & Jefferies, M. G. (1986). Discussion on 'A state parameter for sands'. Géotechnique, 36, No. 2, 127-132.
-
(1986)
Géotechnique
, vol.36
, Issue.2
, pp. 127-132
-
-
Been, K.1
Jefferies, M.G.2
-
5
-
-
0023406916
-
The cone penetration test in sands. Part II: General inference of state
-
Been, K., Jefferies, M. G., Crooks, J. H. A. & Rothenburg, L. (1987a). The cone penetration test in sands. Part II: General inference of state. Géotechnique 37, No. 3, 285-299.
-
(1987)
Géotechnique
, vol.37
, Issue.3
, pp. 285-299
-
-
Been, K.1
Jefferies, M.G.2
Crooks, J.H.A.3
Rothenburg, L.4
-
6
-
-
0023454632
-
Cone penetration test calibration for Erksak (Beaufort Sea) sand
-
Been, K., Lingnau, B. E., Crooks, J. H. A. & Leach, B. (1987b). Cone penetration test calibration for Erksak (Beaufort Sea) sand. Can. Geotech. J. 24, No. 4, 601-610.
-
(1987)
Can. Geotech. J.
, vol.24
, Issue.4
, pp. 601-610
-
-
Been, K.1
Lingnau, B.E.2
Crooks, J.H.A.3
Leach, B.4
-
7
-
-
0026358325
-
The critical state of sands
-
Been, K., Jefferies, M. G. & Hachey, J. (1991). The critical state of sands. Géotechnique 41, No. 3, 365-381.
-
(1991)
Géotechnique
, vol.41
, Issue.3
, pp. 365-381
-
-
Been, K.1
Jefferies, M.G.2
Hachey, J.3
-
8
-
-
0019696222
-
Interpretation of static penetration tests in sands
-
Chapman, G. A. & Donald, I. B. (1981). Interpretation of static penetration tests in sands. 10th Int. Conf. Soil Mechanics and Foundation Engineering, Stockholm, 2, 455-458.
-
(1981)
10th Int. Conf. Soil Mechanics and Foundation Engineering, Stockholm
, vol.2
, pp. 455-458
-
-
Chapman, G.A.1
Donald, I.B.2
-
9
-
-
85167972101
-
Triaxial testing of granular soil under elevated cell pressure
-
Philadelphia: American Society for Testing and Materials
-
Colliat-Dangus, J.-L., Desrues, J. & Foray, P. (1988). Triaxial testing of granular soil under elevated cell pressure. Advanced triaxial testing of soil and rocks, STP 977, pp. 290-310. Philadelphia: American Society for Testing and Materials.
-
(1988)
Advanced Triaxial Testing of Soil and Rocks, STP
, vol.977
, pp. 290-310
-
-
Colliat-Dangus, J.-L.1
Desrues, J.2
Foray, P.3
-
10
-
-
0028977815
-
Analyse den la liquéfaction et du comportement non drainé des sables du delta de Kenamu (Project ADFEX)
-
Couture, R., Konrad, J.-M. & Local, J. (1994). Analyse den la liquéfaction et du comportement non drainé des sables du delta de Kenamu (Project ADFEX). Rev. Can. Géotechn. 32, No. 1, 137-155.
-
(1994)
Rev. Can. Géotechn.
, vol.32
, Issue.1
, pp. 137-155
-
-
Couture, R.1
Konrad, J.-M.2
Local, J.3
-
12
-
-
0346349205
-
Discussion on 'A state parameter for sands'
-
Hird, C. C. & Hassona, F. (1986). Discussion on 'A state parameter for sands'. Géotechnique 36, No. 2, 124-126.
-
(1986)
Géotechnique
, vol.36
, Issue.2
, pp. 124-126
-
-
Hird, C.C.1
Hassona, F.2
-
13
-
-
0348239842
-
Thirty-third Rankine lecture: Liquefaction and flow failure during earthquakes
-
Ishihara, K. (1993). Thirty-third Rankine lecture: Liquefaction and flow failure during earthquakes. Géotechnique 41, No. 3, 349-416.
-
(1993)
Géotechnique
, vol.41
, Issue.3
, pp. 349-416
-
-
Ishihara, K.1
-
15
-
-
0024165836
-
Interpretation of flat plate dilatometer tests in sands in terms of the state parameter
-
Konrad, J.-M. (1988). Interpretation of flat plate dilatometer tests in sands in terms of the state parameter. Géotechnique 38, No. 2, 263-277.
-
(1988)
Géotechnique
, vol.38
, Issue.2
, pp. 263-277
-
-
Konrad, J.-M.1
-
17
-
-
0027387414
-
Undrained response of loosely compacted sands during monotonic and cyclic compression tests
-
Konrad, J.-M. (1993). Undrained response of loosely compacted sands during monotonic and cyclic compression tests. Géotechnique 43, No. 1, 69-89.
-
(1993)
Géotechnique
, vol.43
, Issue.1
, pp. 69-89
-
-
Konrad, J.-M.1
-
18
-
-
0031076331
-
In situ sand state from CPT: Evaluation of a unified approach at two CANLEX sites
-
Konrad, J.-M. (1997). In situ sand state from CPT: evaluation of a unified approach at two CANLEX sites. Can. Geotechnol. J. 1, 120-130.
-
(1997)
Can. Geotechnol. J.
, vol.1
, pp. 120-130
-
-
Konrad, J.-M.1
-
19
-
-
0348239838
-
-
Geotechnical Special Publication No. 46, ASCE
-
Konrad, J.-M. & Frenchette, P. (1995). The piezoconepermeameter probe: A promising tool? Geoenvironment 2000, Geotechnical Special Publication No. 46, 1, 123-136. ASCE.
-
(1995)
The Piezoconepermeameter Probe: A Promising Tool? Geoenvironment 2000
, vol.1
, pp. 123-136
-
-
Konrad, J.-M.1
Frenchette, P.2
-
20
-
-
0020258906
-
Boundary effects in the laboratory calibration of a cone penetrometer in sand
-
Parkin, A. K. & Lunne, T. (1982). Boundary effects in the laboratory calibration of a cone penetrometer in sand. Proc. 2nd Eur. Symp. Penetration Testing, ESOPT II, Amsterdam, 2, 761-768.
-
(1982)
Proc. 2nd Eur. Symp. Penetration Testing, ESOPT II, Amsterdam
, vol.2
, pp. 761-768
-
-
Parkin, A.K.1
Lunne, T.2
-
21
-
-
0348239843
-
-
Report 52108-9. Oslo: Norwegian Geotechnical Institute
-
Parkin, A. K., Holden, J., Aamot, K., Last, N. & Lunne, T. (1980). Laboratory investigations of CPTs in sand, Report 52108-9. Oslo: Norwegian Geotechnical Institute.
-
(1980)
Laboratory Investigations of CPTs in Sand
-
-
Parkin, A.K.1
Holden, J.2
Aamot, K.3
Last, N.4
Lunne, T.5
-
22
-
-
0029415611
-
Cone penetration in very weakly cemented sand
-
Puppala, A. J., Acar, Y. B. & Tumay, M. T. (1995). Cone penetration in very weakly cemented sand. J. Geotech. Engng, 121, No. 8, 589-600.
-
(1995)
J. Geotech. Engng
, vol.121
, Issue.8
, pp. 589-600
-
-
Puppala, A.J.1
Acar, Y.B.2
Tumay, M.T.3
-
23
-
-
0024683687
-
Problems with interpretation of sand state from cone penetration test
-
Sladen, J. A. (1989). Problems with interpretation of sand state from cone penetration test. Géotechnique 39, No. 2, 323-332.
-
(1989)
Géotechnique
, vol.39
, Issue.2
, pp. 323-332
-
-
Sladen, J.A.1
-
25
-
-
0026358328
-
An assessment of chamber size effects in the calibration of in situ tests in sand
-
Schnaid, F. & Houlsby, G. T. (1991). An assessment of chamber size effects in the calibration of in situ tests in sand. Géotechnique 41, No. 3, 437-446.
-
(1991)
Géotechnique
, vol.41
, Issue.3
, pp. 437-446
-
-
Schnaid, F.1
Houlsby, G.T.2
-
27
-
-
0019685522
-
Cone resistance, relative density and friction angle
-
Geotechnical Engineering Division, ASCE
-
Villet, W. C. B. and Mitchell, J. K. (1981). Cone resistance, relative density and friction angle. Symposium on cone penetration testing and experience, pp. 178-208. Geotechnical Engineering Division, ASCE.
-
(1981)
Symposium on Cone Penetration Testing and Experience
, pp. 178-208
-
-
Villet, W.C.B.1
Mitchell, J.K.2
|