-
1
-
-
0006049891
-
Precompression for support of shallow foundations
-
ASCE
-
Aldrich, H. P. (1965). "Precompression for support of shallow foundations." J. Soil Mech. Found. Div., ASCE, 91(2), 5-20.
-
(1965)
J. Soil Mech. Found. Div.
, vol.91
, Issue.2
, pp. 5-20
-
-
Aldrich, H.P.1
-
2
-
-
0019539257
-
Consolidation of soil using vertical drains
-
London, England
-
Atkinson, M. S., and Eldred, P. J. L. (1981). "Consolidation of soil using vertical drains." Géotechnique, London, England, 31(1), 33-43.
-
(1981)
Géotechnique
, vol.31
, Issue.1
, pp. 33-43
-
-
Atkinson, M.S.1
Eldred, P.J.L.2
-
3
-
-
0000580640
-
Consolidation of fine-grained soils by drain wells
-
Barron, R. A. (1948). "Consolidation of fine-grained soils by drain wells." Trans. ASCE, 113, 718-742.
-
(1948)
Trans. ASCE
, vol.113
, pp. 718-742
-
-
Barron, R.A.1
-
4
-
-
85033176270
-
Sand drains, sandwicks and band drains
-
E & FN Spon, London, England
-
Bell, F. G. (1993). "Sand drains, sandwicks and band drains." Engineering treatment of soils, E & FN Spon, London, England, 77-88.
-
(1993)
Engineering Treatment of Soils
, pp. 77-88
-
-
Bell, F.G.1
-
5
-
-
85172025733
-
Simple two- and three-dimensional cases in the theory of consolidation of soils
-
Carillo, N. J. (1942). "Simple two- and three-dimensional cases in the theory of consolidation of soils." J. Math. Phys., 21(1), 1-5.
-
(1942)
J. Math. Phys.
, vol.21
, Issue.1
, pp. 1-5
-
-
Carillo, N.J.1
-
6
-
-
0024773297
-
Drain and vacuum preloading pilot test
-
A. A. Balkema, Rotterdam, The Netherlands
-
Choa, V. (1989). "Drain and vacuum preloading pilot test." Proc., 12th ICSMFE, A. A. Balkema, Rotterdam, The Netherlands, Vol. 2, 1347-1350.
-
(1989)
Proc., 12th ICSMFE
, vol.2
, pp. 1347-1350
-
-
Choa, V.1
-
7
-
-
0020459281
-
A comparison between the performance of two types of vertical drain beneath a trial embankment in Belfast
-
London, England
-
Davis, J. A., and Humpheson, C. (1981). "A comparison between the performance of two types of vertical drain beneath a trial embankment in Belfast." Géotechnique, London, England, 31(1), 19-31.
-
(1981)
Géotechnique
, vol.31
, Issue.1
, pp. 19-31
-
-
Davis, J.A.1
Humpheson, C.2
-
8
-
-
0041808253
-
The efficiency of bandshaped drains
-
Univ. of Ottawa, Ottawa, Canada
-
Fellenius, B. H., and Castonguay, N. G. (1985). "The efficiency of bandshaped drains." Rep. to Nat. Res. Council of Canada, Univ. of Ottawa, Ottawa, Canada, 1-54.
-
(1985)
Rep. to Nat. Res. Council of Canada
, pp. 1-54
-
-
Fellenius, B.H.1
Castonguay, N.G.2
-
9
-
-
84889554217
-
The equivalent sand drain diameter of the band-shaped drain
-
A. A. Balkema, Rotterdam, The Netherlands
-
Fellenius, B. H., and Wager, O. (1977). "The equivalent sand drain diameter of the band-shaped drain." Proc., 9th ICSMFE, A. A. Balkema, Rotterdam, The Netherlands, Vol. 3, 395-396.
-
(1977)
Proc., 9th ICSMFE
, vol.3
, pp. 395-396
-
-
Fellenius, B.H.1
Wager, O.2
-
10
-
-
0028092580
-
Finite strain consolidation for vertical drains
-
A. T. Yeung and G. Y. Félio, eds., Geotech. Spec. Publ. No. 40, ASCE, New York, N.Y.
-
Goughnour, R. R. (1994). "Finite strain consolidation for vertical drains." Vertical and horizontal deformations of foundations and embankments, A. T. Yeung and G. Y. Félio, eds., Geotech. Spec. Publ. No. 40, ASCE, New York, N.Y., Vol. 1, 688-700.
-
(1994)
Vertical and Horizontal Deformations of Foundations and Embankments
, vol.1
, pp. 688-700
-
-
Goughnour, R.R.1
-
11
-
-
0018494466
-
Consolidation of clay by band-shaped prefabricated drains
-
Hansbo, S. (1979). "Consolidation of clay by band-shaped prefabricated drains." Ground Engrg., 12(5), 16-25.
-
(1979)
Ground Engrg.
, vol.12
, Issue.5
, pp. 16-25
-
-
Hansbo, S.1
-
12
-
-
0019677788
-
Consolidation of fine-grained soils by prefabricated drains
-
A. A. Balkema, Rotterdam, The Netherlands
-
Hansbo, S. (1981). "Consolidation of fine-grained soils by prefabricated drains." Proc., 10th ICSMFE, A. A. Balkema, Rotterdam, The Netherlands, Vol. 3, 677-682.
-
(1981)
Proc., 10th ICSMFE
, vol.3
, pp. 677-682
-
-
Hansbo, S.1
-
13
-
-
0020937188
-
How to evaluate the properties of prefabricated drains
-
A. A. Balkema, Rotterdam, The Netherlands
-
Hansbo, S. (1983). "How to evaluate the properties of prefabricated drains." Proc., 8th ECSMFE, A. A. Balkema, Rotterdam, The Netherlands, Vol. 2, 621-626.
-
(1983)
Proc., 8th ECSMFE
, vol.2
, pp. 621-626
-
-
Hansbo, S.1
-
14
-
-
0142129640
-
Band drains
-
M. P. Moseley, ed., CRC Press Inc., Boca Raton, Fia.
-
Hansbo, S. (1993). "Band drains." Ground improvement, M. P. Moseley, ed., CRC Press Inc., Boca Raton, Fia., 40-62.
-
(1993)
Ground Improvement
, pp. 40-62
-
-
Hansbo, S.1
-
15
-
-
0019539258
-
Consolidation by vertical drains
-
London, England
-
Hansbo, S., Jamiolkowski, M., and Kok, L. (1981). "Consolidation by vertical drains." Géotechnique, London, England, 31(1), 45-66.
-
(1981)
Géotechnique
, vol.31
, Issue.1
, pp. 45-66
-
-
Hansbo, S.1
Jamiolkowski, M.2
Kok, L.3
-
16
-
-
84889511594
-
Preloading and the use of vertical drains
-
McGraw-Hill Inc., New York, N. Y.
-
Hausmann, M. R. (1990). "Preloading and the use of vertical drains." Engineering principles of ground modifications. McGraw-Hill Inc., New York, N. Y., 245-271.
-
(1990)
Engineering Principles of Ground Modifications
, pp. 245-271
-
-
Hausmann, M.R.1
-
17
-
-
0003717420
-
-
Butterworth-Heinemann, Oxford, England
-
Holtz, R. D., Jamiolkowski, M. B., Lancellotta, R., and Pedroni, R. (1991). Prefabricated vertical drains: design and performance. Butterworth-Heinemann, Oxford, England.
-
(1991)
Prefabricated Vertical Drains: Design and Performance
-
-
Holtz, R.D.1
Jamiolkowski, M.B.2
Lancellotta, R.3
Pedroni, R.4
-
18
-
-
84889525302
-
-
Thomas Telford Ltd., London, England
-
Institution of Civil Engineers (ICE). (1982). Vertical drains. Thomas Telford Ltd., London, England.
-
(1982)
Vertical Drains
-
-
-
19
-
-
0010727480
-
Embankments on vertical drains - Pore pressures during construction
-
A. A. Balkema, Rotterdam, The Netherlands
-
Jamiolkowski, M., and Lancellotta, R. (1984). "Embankments on vertical drains - pore pressures during construction." Proc., Int. Conf. on Case Histories in Geotech. Engrg., A. A. Balkema, Rotterdam, The Netherlands, Vol. 1, 275-278.
-
(1984)
Proc., Int. Conf. on Case Histories in Geotech. Engrg.
, vol.1
, pp. 275-278
-
-
Jamiolkowski, M.1
Lancellotta, R.2
-
20
-
-
0021594386
-
Precompression and speeding up consolidation
-
A. A. Balkema, The Netherlands
-
Jamiolkowski, M., Lancellotta, R., and Wolski, W. (1983). "Precompression and speeding up consolidation." Proc., 8th ECSMFE, A. A. Balkema, The Netherlands, Vol. 3, 1201-1226.
-
(1983)
Proc., 8th ECSMFE
, vol.3
, pp. 1201-1226
-
-
Jamiolkowski, M.1
Lancellotta, R.2
Wolski, W.3
-
21
-
-
5244267124
-
Vertical drains: In-situ and laboratory performance and design considerations in fine soils
-
A. A. Balkema, The Netherlands
-
Jansen, H. L., and den Hoedt, G. (1983). "Vertical drains: in-situ and laboratory performance and design considerations in fine soils." Proc., 8th ECSMFE, A. A. Balkema, The Netherlands, Vol. 2, 647-651.
-
(1983)
Proc., 8th ECSMFE
, vol.2
, pp. 647-651
-
-
Jansen, H.L.1
Den Hoedt, G.2
-
22
-
-
0000729658
-
Precompression for improving foundation soils
-
ASCE
-
Johnson, S. J. (1970a). "Precompression for improving foundation soils." J. Soil. Mech. Found. Div., ASCE, 96(1), 111-144.
-
(1970)
J. Soil. Mech. Found. Div.
, vol.96
, Issue.1
, pp. 111-144
-
-
Johnson, S.J.1
-
23
-
-
0000631291
-
Foundation precompression with vertical sand drains
-
ASCE
-
Johnson, S, J. (1970b). "Foundation precompression with vertical sand drains." J. Soil. Mech. Found. Div., ASCE, 96(1), 145-175.
-
(1970)
J. Soil. Mech. Found. Div.
, vol.96
, Issue.1
, pp. 145-175
-
-
Johnson, S.J.1
-
24
-
-
5244257775
-
Laboratory evaluation of the discharge capacity of prefabricated band-shaped drains
-
Soil improvement, T. Mise, K. Nishida, M. Kamon, and M. Mashima, eds., Elsevier Science Publishing Co. Inc., New York, N.Y.
-
Kamon, M., Pradhan, T. B. S., and Suwa, S. (1992). "Laboratory evaluation of the discharge capacity of prefabricated band-shaped drains." Soil improvement, T. Mise, K. Nishida, M. Kamon, and M. Mashima, eds., Current Japanese materials research, Vol. 9, Elsevier Science Publishing Co. Inc., New York, N.Y., 23-38.
-
(1992)
Current Japanese Materials Research
, vol.9
, pp. 23-38
-
-
Kamon, M.1
Pradhan, T.B.S.2
Suwa, S.3
-
25
-
-
84889520063
-
-
Prentice-Hall, Inc., Englewood Cliffs, N.J.
-
Koerner, R. M. (1994). "Wick drains." Design with geosynthetics, 3rd Ed., Prentice-Hall, Inc., Englewood Cliffs, N.J., 734-745.
-
(1994)
Wick Drains. Design with Geosynthetics, 3rd Ed.
, pp. 734-745
-
-
Koerner, R.M.1
-
26
-
-
5244290745
-
Method of installation as a factor in sand drain stabilization design
-
Hwy. Res. Board, Washington, D.C.
-
Landau, R. E. (1966). "Method of installation as a factor in sand drain stabilization design." Hwy. Res. Rec., 133, Hwy. Res. Board, Washington, D.C., 75-97.
-
(1966)
Hwy. Res. Rec.
, vol.133
, pp. 75-97
-
-
Landau, R.E.1
-
27
-
-
0027928056
-
Settlement of test fills for Chek Lap Kok Airport
-
A. T. Yeung and G. Y. Félio, eds., Geotech. Spec. Publ. No. 40, ASCE, New York, N.Y.
-
Lo, D. O. K., and Mesri, G. (1994). "Settlement of test fills for Chek Lap Kok Airport." Vertical and horizontal deformations of foundations and embankments, A. T. Yeung and G. Y. Félio, eds., Geotech. Spec. Publ. No. 40, ASCE, New York, N.Y., Vol. 2, 1082-1099.
-
(1994)
Vertical and Horizontal Deformations of Foundations and Embankments
, vol.2
, pp. 1082-1099
-
-
Lo, D.O.K.1
Mesri, G.2
-
28
-
-
0342773869
-
Performance of wick drains at Windsor, Connecticut
-
Transp. Res. Rec. 1369, Transp. Res. Board, Washington, D.C.
-
Long, R. P., and Fontaine, L. F. (1992). "Performance of wick drains at Windsor, Connecticut." Advances in geotechnical engineering, Transp. Res. Rec. 1369, Transp. Res. Board, Washington, D.C., 1-7.
-
(1992)
Advances in Geotechnical Engineering
, pp. 1-7
-
-
Long, R.P.1
Fontaine, L.F.2
-
29
-
-
0027983141
-
Performance of wick drains installed by vibration
-
A. T. Yeung and G. Y. Félio, eds., Geotech. Spec. Publ. No. 40, ASCE, New York, N.Y.
-
Long, R. P., Fontaine, L. F., and Olmstead, B. (1994). "Performance of wick drains installed by vibration." Vertical and horizontal deformations of foundations and embankments, A. T. Yeung and G. Y. Félio, eds., Geotech. Spec. Publ. No. 40, ASCE, New York, N.Y., Vol. 2, 1193-1201.
-
(1994)
Vertical and Horizontal Deformations of Foundations and Embankments
, vol.2
, pp. 1193-1201
-
-
Long, R.P.1
Fontaine, L.F.2
Olmstead, B.3
-
30
-
-
84889517373
-
Performance of sand drains in a tidal marsh
-
A. A. Balkema, The Netherlands
-
Long, R. P., and Hover, W. H. (1984). "Performance of sand drains in a tidal marsh." Proc., Int. Conf. on Case Histories in Geotech. Engrg., A. A. Balkema, The Netherlands, Vol. 3, 1235-1244.
-
(1984)
Proc., Int. Conf. on Case Histories in Geotech. Engrg.
, vol.3
, pp. 1235-1244
-
-
Long, R.P.1
Hover, W.H.2
-
31
-
-
0019539256
-
Practical aspects of the design and installation of deep vertical drains
-
London, England
-
McGown, A., and Hughes, F. H. (1981). "Practical aspects of the design and installation of deep vertical drains." Géotechnique, London, England, 31(1), 3-17.
-
(1981)
Géotechnique
, vol.31
, Issue.1
, pp. 3-17
-
-
McGown, A.1
Hughes, F.H.2
-
32
-
-
0000822078
-
Soil improvement - State-of-the-art
-
A. A. Balkema, The Netherlands
-
Mitchell, J. K. (1981). "Soil improvement - state-of-the-art." Proc., 10th ICSMFE, A. A. Balkema, The Netherlands, Vol. 4, 509-565.
-
(1981)
Proc., 10th ICSMFE
, vol.4
, pp. 509-565
-
-
Mitchell, J.K.1
-
33
-
-
0020431592
-
Performance of vertical drains at Queenborough bypass
-
London, England
-
Nicholson, D. P., and Jardine, R. J. (1981). "Performance of vertical drains at Queenborough bypass." Géotechnique, London, England, 31(1), 67-90.
-
(1981)
Géotechnique
, vol.31
, Issue.1
, pp. 67-90
-
-
Nicholson, D.P.1
Jardine, R.J.2
-
34
-
-
0016141211
-
Finite difference analyses for sand drain problems
-
ASCE, New York, N.Y.
-
Olson, R. E., Daniel, D. E., and Liu, T. K. (1974). "Finite difference analyses for sand drain problems." Proc., ASCE Specialty Conf. on Anal. and Des. in Geotech. Engrg., ASCE, New York, N.Y., Vol. 1, 85-110.
-
(1974)
Proc., ASCE Specialty Conf. on Anal. and Des. in Geotech. Engrg.
, vol.1
, pp. 85-110
-
-
Olson, R.E.1
Daniel, D.E.2
Liu, T.K.3
-
35
-
-
0000480219
-
Review of the theories for sand drains
-
Richart, F. E. Jr. (1959). "Review of the theories for sand drains." Trans. ASCE, 124, 709-736.
-
(1959)
Trans. ASCE
, vol.124
, pp. 709-736
-
-
Richart Jr., F.E.1
-
36
-
-
0008561070
-
-
Rep. No. FHWA/RD-86/168, Federal Hwy. Admin., McLean, Va.
-
Rixner, J. J., Kraemer, S. R., and Smith, A. D. (1986). "Prefabricated vertical drains: vol. 1, engineering guidelines." Rep. No. FHWA/RD-86/168, Federal Hwy. Admin., McLean, Va.
-
(1986)
Prefabricated Vertical Drains: Vol. 1, Engineering Guidelines
, vol.1
-
-
Rixner, J.J.1
Kraemer, S.R.2
Smith, A.D.3
-
37
-
-
0023963294
-
Prediction of wick drain performance using piezometer cone data
-
Robertson, P. K., Campanella, R. G., Brown, P. T., and Robinson, K. E. (1988). "Prediction of wick drain performance using piezometer cone data." Can. Geotech. J., 25(1), 56-61.
-
(1988)
Can. Geotech. J.
, vol.25
, Issue.1
, pp. 56-61
-
-
Robertson, P.K.1
Campanella, R.G.2
Brown, P.T.3
Robinson, K.E.4
-
38
-
-
85023394532
-
The calculation of the consolidation of laminated varved or layered clays, with particular reference to sand drains
-
London, England
-
Rowe, P. W. (1964). "The calculation of the consolidation of laminated varved or layered clays, with particular reference to sand drains." Géotechnique, London, England, 14(4), 321-340.
-
(1964)
Géotechnique
, vol.14
, Issue.4
, pp. 321-340
-
-
Rowe, P.W.1
-
40
-
-
0022906654
-
Effectiveness of prefabricated drains on laboratory consolidation of remolded soils
-
ASTM, Philadelphia, Pa.
-
Suits, L. D., Gemme, R. L., and Masi, J. J. (1986). "Effectiveness of prefabricated drains on laboratory consolidation of remolded soils." Consolidation of soils: testing and evaluation, ASTM STP 892, ASTM, Philadelphia, Pa., 663-683.
-
(1986)
Consolidation of Soils: Testing and Evaluation, ASTM STP 892
, pp. 663-683
-
-
Suits, L.D.1
Gemme, R.L.2
Masi, J.J.3
-
41
-
-
0027963669
-
Consolidation of ground reclaimed by inhomogeneous clay
-
A. T. Yeung and G. Y. Félio, eds., Geotech. Spec. Publ. No. 40, Vol. 2, ASCE, New York, N.Y.
-
Tanaka, H. (1994). "Consolidation of ground reclaimed by inhomogeneous clay." Vertical and horizontal deformations of foundations and embankments, A. T. Yeung and G. Y. Félio, eds., Geotech. Spec. Publ. No. 40, Vol. 2, ASCE, New York, N.Y., Vol. 2, 1262-1273.
-
(1994)
Vertical and Horizontal Deformations of Foundations and Embankments
, vol.2
, pp. 1262-1273
-
-
Tanaka, H.1
-
42
-
-
84889520238
-
Experimental sand drain fill at Napa River
-
Hwy. Res. Board, Washington, D.C.
-
Weber, W. G. Jr. (1966). "Experimental sand drain fill at Napa River." Hwy. Res. Rec. 133, Hwy. Res. Board, Washington, D.C., 23-44.
-
(1966)
Hwy. Res. Rec. 133
, pp. 23-44
-
-
Weber Jr., W.G.1
-
43
-
-
0024773702
-
Preconsolidation of soft Bangkok clay by vacuum loading combined with non-displacement sand drains
-
A. A. Balkema, The Netherlands
-
Woo, S. M., Van Weele, A. F., Chotivittayathanin, R., and Trangkarahart, T. (1989). "Preconsolidation of soft Bangkok clay by vacuum loading combined with non-displacement sand drains." Proc., 12th ICSMFE, A. A. Balkema, The Netherlands, Vol. 2, 1431-1434.
-
(1989)
Proc., 12th ICSMFE
, vol.2
, pp. 1431-1434
-
-
Woo, S.M.1
Van Weele, A.F.2
Chotivittayathanin, R.3
Trangkarahart, T.4
-
44
-
-
84889539036
-
Design procedure for sand drains
-
Younger, J. S. (1968). "Design procedure for sand drains." Civ. Engrg. & Public Works Rev., 63(740), 285-291.
-
(1968)
Civ. Engrg. & Public Works Rev.
, vol.63
, Issue.740
, pp. 285-291
-
-
Younger, J.S.1
-
45
-
-
0024773144
-
New development of the vertical drain theories
-
A. A. Balkema, The Netherlands
-
Zeng, G. X., and Xie, K. H. (1989). "New development of the vertical drain theories." Proc., 12th ICSMFE, A. A. Balkema, The Netherlands, Vol. 2, 1435-1438.
-
(1989)
Proc., 12th ICSMFE
, vol.2
, pp. 1435-1438
-
-
Zeng, G.X.1
Xie, K.H.2
|