-
1
-
-
0029416138
-
Excess pore pressure during consolidation and swelling with radial drainage
-
Al-Tabbaa A. Excess pore pressure during consolidation and swelling with radial drainage. Geotechnique 45 4 (1995) 701-707
-
(1995)
Geotechnique
, vol.45
, Issue.4
, pp. 701-707
-
-
Al-Tabbaa, A.1
-
2
-
-
3142771326
-
Factors affecting field instrumentation assessment of marine clay treated with prefabricated vertical drains
-
Arulrajah A., Nikraz H., and Bo M.W. Factors affecting field instrumentation assessment of marine clay treated with prefabricated vertical drains. Geotextiles and Geomembranes 22 5 (2004) 415-437
-
(2004)
Geotextiles and Geomembranes
, vol.22
, Issue.5
, pp. 415-437
-
-
Arulrajah, A.1
Nikraz, H.2
Bo, M.W.3
-
3
-
-
0025573742
-
Improvement of soft Bangkok clay using vertical geotextile band drains compared with granular piles
-
Bergado D.T., Singh N., Sim S.H., Panichayatum B., Sampaco C.L., and Balasubramaniam A.S. Improvement of soft Bangkok clay using vertical geotextile band drains compared with granular piles. Geotextiles and Geomembranes 9 3 (1990) 203-231
-
(1990)
Geotextiles and Geomembranes
, vol.9
, Issue.3
, pp. 203-231
-
-
Bergado, D.T.1
Singh, N.2
Sim, S.H.3
Panichayatum, B.4
Sampaco, C.L.5
Balasubramaniam, A.S.6
-
5
-
-
0027788664
-
Prediction of vertical-band-drain performance by the finite-element method
-
Bergado D.T., Mukherjee K., Alfaro M.C., and Balasubramaniam A.S. Prediction of vertical-band-drain performance by the finite-element method. Geotextiles and Geomembranes 12 6 (1993) 567-586
-
(1993)
Geotextiles and Geomembranes
, vol.12
, Issue.6
, pp. 567-586
-
-
Bergado, D.T.1
Mukherjee, K.2
Alfaro, M.C.3
Balasubramaniam, A.S.4
-
7
-
-
0036009533
-
Prefabricated vertical drains (PVDs) in soft Bangkok clay: a case study of the New Bangkok International Airport project
-
Bergado D.T., Balasubramaniam A.S., Fannin R.J., and Holtz R.D. Prefabricated vertical drains (PVDs) in soft Bangkok clay: a case study of the New Bangkok International Airport project. Canadian Geotechnical Journal 39 (2002) 304-315
-
(2002)
Canadian Geotechnical Journal
, vol.39
, pp. 304-315
-
-
Bergado, D.T.1
Balasubramaniam, A.S.2
Fannin, R.J.3
Holtz, R.D.4
-
8
-
-
33750998684
-
-
Bo, M.W., 2002. Deformation of ultra-soft soil. Ph.D. Thesis, Nanyang Technological University, Singapore.
-
-
-
-
9
-
-
0942302127
-
Discharge capacity of prefabricated vertical drain and their field measurements
-
Bo M.W. Discharge capacity of prefabricated vertical drain and their field measurements. Geotextiles and Geomembranes 22 1-2 (2004) 37-48
-
(2004)
Geotextiles and Geomembranes
, vol.22
, Issue.1-2
, pp. 37-48
-
-
Bo, M.W.1
-
10
-
-
0002963526
-
Land reclamation on slurry-like soil foundation
-
Yonagisawa, Morata, and Mitachi (Eds), Balkema, Rotterdam
-
Bo M.W., Arulrajah A., Choa V., and Na Y.M. Land reclamation on slurry-like soil foundation. In: Yonagisawa, Morata, and Mitachi (Eds). Problematic Soils (1998), Balkema, Rotterdam 763-766
-
(1998)
Problematic Soils
, pp. 763-766
-
-
Bo, M.W.1
Arulrajah, A.2
Choa, V.3
Na, Y.M.4
-
11
-
-
33750982588
-
-
Bo, M.W., Chu, J., Choa, V., 2000. Discharge capacity of prefabricated vertical drain. In: Proceedings of the Second Asian Geosynthetics Conference, Kuala Lumpur, vol. 2, pp. 167-172.
-
-
-
-
12
-
-
33751002520
-
-
Bo, M.W., Chu, J., Low, B.K., Choa, V., 2003. Soil Improvement: Prefabricated Vertical Drain Technique. Thomson Learning, Singapore, 341pp. ISBN:981-243-044-X.
-
-
-
-
13
-
-
13844264525
-
Reclamation and soil improvement on ultra-soft soil
-
Bo M.W., Choa V., and Wong K.S. Reclamation and soil improvement on ultra-soft soil. Ground Improvement 9 1 (2005) 23-31
-
(2005)
Ground Improvement
, vol.9
, Issue.1
, pp. 23-31
-
-
Bo, M.W.1
Choa, V.2
Wong, K.S.3
-
14
-
-
77957100676
-
Changi East Reclamation and Soil Improvement Project
-
Indraratna B., and Chu J. (Eds), Elsevier, Amsterdam (Chapter 9)
-
Bo M.W., Chu J., and Choa V. Changi East Reclamation and Soil Improvement Project. In: Indraratna B., and Chu J. (Eds). Ground Improvement-Case Histories (2005), Elsevier, Amsterdam 247-276 (Chapter 9)
-
(2005)
Ground Improvement-Case Histories
, pp. 247-276
-
-
Bo, M.W.1
Chu, J.2
Choa, V.3
-
15
-
-
0020886896
-
-
Carroll, R.G., 1983. Geotextile filter criteria. Transportation Research Record, No. 916, pp. 46-53.
-
-
-
-
16
-
-
0141571726
-
Soil improvement works for Changi East reclamation project
-
Choa V., Bo M.W., and Chu J. Soil improvement works for Changi East reclamation project. Ground Improvements 5 4 (2001) 141-153
-
(2001)
Ground Improvements
, vol.5
, Issue.4
, pp. 141-153
-
-
Choa, V.1
Bo, M.W.2
Chu, J.3
-
17
-
-
0027007241
-
Geotextile filtration principles, practices and problems
-
Christopher B.R., and Fischer G.R. Geotextile filtration principles, practices and problems. Geotextiles and Geomembranes 11 4-6 (1992) 337-353
-
(1992)
Geotextiles and Geomembranes
, vol.11
, Issue.4-6
, pp. 337-353
-
-
Christopher, B.R.1
Fischer, G.R.2
-
18
-
-
33751017283
-
-
Chu, J., Choa, V., 1995. Quality control tests of vertical drains for a land reclamation project. Compression and consolidation of clayey soils. In: Yoshikuni, H., Kusakabe, O. (Eds.), Proceedings of an International Symposium, Hiroshima, Japan, 10-12 May, A.A. Balkema, pp. 43-48.
-
-
-
-
19
-
-
0942269648
-
Practical consideration for using vertical drains in soil improvement projects
-
Chu J., Bo M.W., and Choa V. Practical consideration for using vertical drains in soil improvement projects. Geotextiles and Geomembranes 22 (2004) 101-117
-
(2004)
Geotextiles and Geomembranes
, vol.22
, pp. 101-117
-
-
Chu, J.1
Bo, M.W.2
Choa, V.3
-
20
-
-
0000199081
-
A comparison of the three-dimensional consolidation theories of Biot and Terzaghi
-
Cryer C.W. A comparison of the three-dimensional consolidation theories of Biot and Terzaghi. Journal of Mechanics and Applied Mathematics 16 4 (1963) 401-412
-
(1963)
Journal of Mechanics and Applied Mathematics
, vol.16
, Issue.4
, pp. 401-412
-
-
Cryer, C.W.1
-
21
-
-
0018494466
-
Consolidation of clay by band-shaped prefabricated vertical drains
-
Hansbo S. Consolidation of clay by band-shaped prefabricated vertical drains. Ground Engineering 12 5 (1979) 16-25
-
(1979)
Ground Engineering
, vol.12
, Issue.5
, pp. 16-25
-
-
Hansbo, S.1
-
22
-
-
33750972183
-
Experience of consolidation process from test areas with and without vertical drains
-
Indraratna B., and Chu J. (Eds), Elsevier, Amsterdam (Chapter 1)
-
Hansbo S. Experience of consolidation process from test areas with and without vertical drains. In: Indraratna B., and Chu J. (Eds). Ground Improvement-Case Histories (2005), Elsevier, Amsterdam 3-50 (Chapter 1)
-
(2005)
Ground Improvement-Case Histories
, pp. 3-50
-
-
Hansbo, S.1
-
23
-
-
0023598191
-
Preloading with prefabricated vertical strip drains
-
Holtz R.D. Preloading with prefabricated vertical strip drains. Geotextiles and Geomembranes 6 1-3 (1987) 109-131
-
(1987)
Geotextiles and Geomembranes
, vol.6
, Issue.1-3
, pp. 109-131
-
-
Holtz, R.D.1
-
24
-
-
0003717420
-
-
Butterworth Heinnemann, London
-
Holtz R.D., Jamiolkoweski M.B., Lancellotto R., and Pedroni R. Prefabricated Vertical Drains Design and Performance (1991), Butterworth Heinnemann, London
-
(1991)
Prefabricated Vertical Drains Design and Performance
-
-
Holtz, R.D.1
Jamiolkoweski, M.B.2
Lancellotto, R.3
Pedroni, R.4
-
25
-
-
0034065549
-
Numerical modeling of vertical drains with smear and well resistance installed in soft clay
-
Indraratna B., and Redana I.W. Numerical modeling of vertical drains with smear and well resistance installed in soft clay. Canadian Geotechnical Journal 37 (2000) 133-145
-
(2000)
Canadian Geotechnical Journal
, vol.37
, pp. 133-145
-
-
Indraratna, B.1
Redana, I.W.2
-
26
-
-
77957096522
-
Predictions and observations of soft clay foundations stabilised with geosynthetic drains and vacuum surcharge
-
Indraratna B., and Chu J. (Eds), Elsevier, Amsterdam (Chapter 7)
-
Indraratna B., Rujikiatkamjorn C., Balasubramaniam A.S., and Wijeyakulasuriya V. Predictions and observations of soft clay foundations stabilised with geosynthetic drains and vacuum surcharge. In: Indraratna B., and Chu J. (Eds). Ground Improvement-Case Histories (2005), Elsevier, Amsterdam 199-229 (Chapter 7)
-
(2005)
Ground Improvement-Case Histories
, pp. 199-229
-
-
Indraratna, B.1
Rujikiatkamjorn, C.2
Balasubramaniam, A.S.3
Wijeyakulasuriya, V.4
-
27
-
-
0035544789
-
Combined effects of reinforcement and prefabricated vertical drains on embankment performance
-
Li A.L., and Rowe R.K. Combined effects of reinforcement and prefabricated vertical drains on embankment performance. Canadian Geotechnical Journal 38 6 (2001) 1266-1282
-
(2001)
Canadian Geotechnical Journal
, vol.38
, Issue.6
, pp. 1266-1282
-
-
Li, A.L.1
Rowe, R.K.2
-
29
-
-
13844283329
-
Use of geosynthetics for reclamation on slurry-like soil foundation
-
Yanagisawa E., Moroto N., and Mitachi T. (Eds), Balkema, Rotterdam
-
Na Y.M., Choa V., Bo M.W., and Arulrajah A. Use of geosynthetics for reclamation on slurry-like soil foundation. In: Yanagisawa E., Moroto N., and Mitachi T. (Eds). Problematic Soils (1998), Balkema, Rotterdam 767-771
-
(1998)
Problematic Soils
, pp. 767-771
-
-
Na, Y.M.1
Choa, V.2
Bo, M.W.3
Arulrajah, A.4
-
30
-
-
0036528921
-
Drainage and filtration properties of non-woven geotextiles under confinement using different experimental techniques
-
Palmeira E.M., and Gardoni M.G. Drainage and filtration properties of non-woven geotextiles under confinement using different experimental techniques. Geotextiles and Geomembranes 20 2 (2002) 97-115
-
(2002)
Geotextiles and Geomembranes
, vol.20
, Issue.2
, pp. 97-115
-
-
Palmeira, E.M.1
Gardoni, M.G.2
-
31
-
-
0030072166
-
Use of a geotextile separator to minimize intrusion of clay into a coarse stone layer
-
Rowe R.K., and Badv K. Use of a geotextile separator to minimize intrusion of clay into a coarse stone layer. Geotextiles and Geomembranes 14 2 (1996) 73-93
-
(1996)
Geotextiles and Geomembranes
, vol.14
, Issue.2
, pp. 73-93
-
-
Rowe, R.K.1
Badv, K.2
-
32
-
-
31744432022
-
Geosynthetic-reinforced embankments over soft foundations
-
Rowe R.K., and Li A.L. Geosynthetic-reinforced embankments over soft foundations. Geosynthetics International 12 1 (2005) 50-85
-
(2005)
Geosynthetics International
, vol.12
, Issue.1
, pp. 50-85
-
-
Rowe, R.K.1
Li, A.L.2
-
33
-
-
0032857935
-
Geotextile filter design and simulated bridge formation at the soil-geotextile interface
-
Watson P.D.J., and John N.W.M. Geotextile filter design and simulated bridge formation at the soil-geotextile interface. Geotextiles and Geomembranes 17 5-6 (1999) 265-280
-
(1999)
Geotextiles and Geomembranes
, vol.17
, Issue.5-6
, pp. 265-280
-
-
Watson, P.D.J.1
John, N.W.M.2
-
34
-
-
33750966924
-
-
Xiao, D.P., 2000. Consolidation of soft clay using vertical drains. Ph.D. Thesis, Nanyang Technological University, Singapore.
-
-
-
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