-
1
-
-
0031211265
-
The influence of pre-failure stiffness on the numerical analysis of tunnel construction
-
Addenbrooke, T.I., Potts, D.M. & Puzrin, A.M. 1997. The influence of pre-failure stiffness on the numerical analysis of tunnel construction. Geotechnique 47(3): 693-712.
-
(1997)
Geotechnique
, vol.47
, Issue.3
, pp. 693-712
-
-
Addenbrooke, T.I.1
Potts, D.M.2
Puzrin, A.M.3
-
2
-
-
84973502206
-
-
Vermeer, Schweiger, Karstunen & Cudney (eds), Int workshop on Geotechnics of soft soils - theory and practice
-
Albert, C., Zdravkovic, L. & Jardine, R.J. 2003. Behaviour of Bothkennar clay under rotation of principal stresses. In Vermeer, Schweiger, Karstunen & Cudney (eds), Int workshop on Geotechnics of soft soils - theory and practice.
-
(2003)
Behaviour of Bothkennar Clay under Rotation of Principal Stresses
-
-
Albert, C.1
Zdravkovic, L.2
Jardine, R.J.3
-
4
-
-
84973502213
-
-
San Francisco: Balkema
-
Amar, S., Baguelin, F., Canépa, Y. & Frank, R. 1985. Comportement à long terme des fondations superficielles, Prévisions et observations, Proceedings XI ICSMFE: 2155-2158. San Francisco: Balkema.
-
(1985)
Comportement à Long Terme Des Fondations Superficielles, Prévisions Et Observations, Proceedings XI ICSMFE
, pp. 2155-2158
-
-
Amar, S.1
Baguelin, F.2
Canépa, Y.3
Frank, R.4
-
5
-
-
0026359070
-
The effects of installing displacement piles in a high OCR clay
-
Bond, A.J. & Jardine, R.J. 1991. The effects of installing displacement piles in a high OCR clay. Geotechnique 41(3): 341-363.
-
(1991)
Geotechnique
, vol.41
, Issue.3
, pp. 341-363
-
-
Bond, A.J.1
Jardine, R.J.2
-
6
-
-
0028974911
-
Shaft capacity of displacement piles a high OCR clay
-
Bond, A.J. & Jardine R.J. 1995. Shaft capacity of displacement piles a high OCR clay. Geotechnique, 45(1): 3-23.
-
(1995)
Geotechnique
, vol.45
, Issue.1
, pp. 3-23
-
-
Bond, A.J.1
Jardine, R.J.2
-
7
-
-
84961246662
-
Behaviour of pile plug in sandy soils during and after driving
-
OTC, Houston
-
Brucy, F., Meunier, J. & Nauroy, J.F. 1991. Behaviour of pile plug in sandy soils during and after driving. In Proc 23rd Offshore Technology Conference, OTC 6514: 145-154. Houston.
-
(1991)
In Proc 23Rd Offshore Technology Conference
, vol.6514
, pp. 145-154
-
-
Brucy, F.1
Meunier, J.2
Nauroy, J.F.3
-
9
-
-
0033488768
-
Mechanisms of behaviour in foundationstructure interaction - Some case histories
-
Jamiolkowski, Lancellotta & Lo-Presti, Torino: Swets & Zeitlinger
-
Burland, J.B. 2001. Mechanisms of behaviour in foundationstructure interaction - some case histories. In Jamiolkowski, Lancellotta & Lo-Presti (eds), Pre-failure Deformation Characteristics of Geomaterial 2: 1143-1160. Torino: Swets & Zeitlinger.
-
(2001)
Pre-Failure Deformation Characteristics of Geomaterial
, vol.2
, pp. 1143-1160
-
-
Burland, J.B.1
-
12
-
-
0032031665
-
The effects of time on the capacity of pipe piles in dense marine sand
-
Chow, F.C., Jardine, R.J., Brucy, F. & Nauroy, J.F. 1998. The effects of time on the capacity of pipe piles in dense marine sand. ASCE, JGE 124(3): 254-264.
-
(1998)
ASCE, JGE
, vol.124
, Issue.3
, pp. 254-264
-
-
Chow, F.C.1
Jardine, R.J.2
Brucy, F.3
Nauroy, J.F.4
-
15
-
-
84973456945
-
-
Doc No 96-322-H11, D’Appolonia Consultants, Genova, Italy
-
D’Appolonia, 2000. Report for European Commission on GOPAL project. Doc No 96-322-H11, D’Appolonia Consultants, Genova, Italy.
-
(2000)
Report for European Commission on GOPAL Project
-
-
-
17
-
-
84973456951
-
Some recent developments on the behaviour of shallow foundations
-
Florence: Balkema
-
Frank, R. 1992. Some recent developments on the behaviour of shallow foundations. General Report. 10th ECSMFE 4: 115-1146. Florence: Balkema.
-
(1992)
General Report. 10Th ECSMFE 4
, pp. 115-1146
-
-
Frank, R.1
-
18
-
-
0002920313
-
Elastic wave velocities in in granular sands: Measurements and parameter effects
-
Hardin, B.O. & Richart, F.E. 1963. Elastic wave velocities in in granular sands: measurements and parameter effects. ASCE Journal 89(1): 33-65.
-
(1963)
ASCE Journal
, vol.89
, Issue.1
, pp. 33-65
-
-
Hardin, B.O.1
Richart, F.E.2
-
22
-
-
84973476429
-
The effect of an excavation in a stiff fissured clay on existing tunnels in close proximity
-
London: Thomas Telford
-
Higgins, K.G., Paterson, J., Moriarty, J., Potts, D.M. & Jardine, R.J. 2001. The effect of an excavation in a stiff fissured clay on existing tunnels in close proximity. Conference on Response of buildings to excavation induced ground movements. CIRIA SP199: 313-324. London: Thomas Telford.
-
(2001)
Conference on Response of Buildings to Excavation Induced Ground Movements. CIRIA SP199
, pp. 313-324
-
-
Higgins, K.G.1
Paterson, J.2
Moriarty, J.3
Potts, D.M.4
Jardine, R.J.5
-
23
-
-
0027007902
-
Characterisation of Bothkennar clay: An overview
-
Hight, D.W., Bond, A.J. & Legge, J.D. 1992. Characterisation of Bothkennar clay: an overview. Geotechnique, 42(2): 303-348.
-
(1992)
Geotechnique
, vol.42
, Issue.2
, pp. 303-348
-
-
Hight, D.W.1
Bond, A.J.2
Legge, J.D.3
-
24
-
-
0003046940
-
Small strain stiffness and strength characteristics of hard London Tertiary clays
-
Athens: Balkema
-
Hight, D.W. & Jardine, R.J. 1993. Small strain stiffness and strength characteristics of hard London Tertiary clays. Proc. Int. Symposium on Hard Soils - Soft Rocks 1: 533-522. Athens: Balkema.
-
(1993)
Proc. Int. Symposium on Hard Soils - Soft Rocks
, vol.1
, pp. 533
-
-
Hight, D.W.1
Jardine, R.J.2
-
25
-
-
0001680169
-
An approach to the prediction of ground movements in engineering practice: Background and application. Keynote Lecture
-
Shibuya, S., Mitachi, K. & Miura, N. (eds). 1995., Hokkaido: Balkema
-
Hight, D.W. & Higgins, K.G. 1995. An approach to the prediction of ground movements in engineering practice: background and application. Keynote Lecture, In Shibuya, S., Mitachi, K. & Miura, N. (eds). 1995. Prefailure Deformation of Geomaterials. Proceedings of TC- 29 International Symposium (2):909-946. Hokkaido: Balkema.
-
(1995)
Prefailure Deformation of Geomaterials. Proceedings of TC- 29 International Symposium
, vol.2
, pp. 909-946
-
-
Hight, D.W.1
Higgins, K.G.2
-
26
-
-
0031213503
-
Wave velocity and stiffness measurements of the Crag and Lower London Tertiaries at Sizewell
-
Hight, D.W., Bennell, J.D., Chana, B., Davis, P.D., Jardine, R.J. & Porovic, E. 1997. Wave velocity and stiffness measurements of the Crag and Lower London Tertiaries at Sizewell. Geotechnique: 47(3) 451-474.
-
(1997)
Geotechnique
, vol.47
, Issue.3
, pp. 451-474
-
-
Hight, D.W.1
Bennell, J.D.2
Chana, B.3
Davis, P.D.4
Jardine, R.J.5
Porovic, E.6
-
27
-
-
0030315689
-
Evidence for scale effects in the end bearing capacity of open-ended piles in sand
-
Hight, D.W., Lawrence, D.M., Farquhar, G.N. & Potts, D.M. 1996. Evidence for scale effects in the end bearing capacity of open-ended piles in sand. Proc 28th OTC, Houston, OTC 7975: 181-192.
-
(1996)
Proc 28Th OTC, Houston, OTC
, vol.7975
, pp. 181-192
-
-
Hight, D.W.1
Lawrence, D.M.2
Farquhar, G.N.3
Potts, D.M.4
-
30
-
-
32644437298
-
The characterisation of Bothkennar clay
-
Tan et al., Singapore: Swets & Zeitlinger
-
Hight, D.W., Paul, M.A., Barras, B.F., Powell, J.J.M., Nash, D.F.T., Smith, P.R., Jardine, R.J. & Edwards, D.H. 2002a. The characterisation of Bothkennar clay. In Tan et al. (eds), Characterisation and Engineering Properties of Natural soils: 543-598. Singapore: Swets & Zeitlinger.
-
(2002)
Characterisation and Engineering Properties of Natural Soils
, pp. 543-598
-
-
Hight, D.W.1
Paul, M.A.2
Barras, B.F.3
Powell, J.J.M.4
Nash, D.F.T.5
Smith, P.R.6
Jardine, R.J.7
Edwards, D.H.8
-
31
-
-
13644261400
-
Some characteristics of London clay
-
Tan et al., Singapore: Swets & Zeitlinger
-
Hight, D.W., McMillan, F., Powell, J.J.M., Jardine, R.J. & Allenou, C.P. 2002b. Some characteristics of London clay. In Tan et al. (eds), Characterisation and Engineering Properties of Natural soils: 851-908. Singapore: Swets & Zeitlinger.
-
(2002)
Characterisation and Engineering Properties of Natural Soils
, pp. 851-908
-
-
Hight, D.W.1
McMillan, F.2
Powell, J.J.M.3
Jardine, R.J.4
Allenou, C.P.5
-
32
-
-
84973485722
-
Personal communication
-
Jamiolkowski, M., Lancellotta, R. & Lo-Presti, D. (eds) 2001., Torino: Balkema
-
Hight, D.W. 2003. Personal communication. Jamiolkowski, M., Lancellotta, R. & Lo-Presti, D. (eds) 2001. Pre-failure Deformation Characteristics of Geomaterials Volumes 1 & 2. Torino: Balkema.
-
(2003)
Pre-Failure Deformation Characteristics of Geomaterials
, vol.1-2
-
-
Hight, D.W.1
-
33
-
-
0021498876
-
The measurement of soil stiffness in the triaxial apparatus
-
Jardine, R.J., Symes, M.J. & Burland, J.B. 1984. The measurement of soil stiffness in the triaxial apparatus. Geotechnique 34(3): 323-340.
-
(1984)
Geotechnique
, vol.34
, Issue.3
, pp. 323-340
-
-
Jardine, R.J.1
Symes, M.J.2
Burland, J.B.3
-
35
-
-
0022194586
-
Field and laboratory measurements of soil stiffness
-
San Francisco: Balkema
-
Jardine, R.J., Fourie, A.B., Maswoswse, J. & Burland, J.B. 1985. Field and laboratory measurements of soil stiffness. 11th ICSMFE: (2) 511-514. San Francisco: Balkema.
-
(1985)
11Th ICSMFE
, vol.2
, pp. 511-514
-
-
Jardine, R.J.1
Fourie, A.B.2
Maswoswse, J.3
Burland, J.B.4
-
36
-
-
84928568275
-
Studies of the influence of non-linear stress-strain characteristics in soil-structure interaction
-
Jardine, R.J., Potts, D.M., Fourie, A.B., & Burland, J.B. 1986. Studies of the influence of non-linear stress-strain characteristics in soil-structure interaction. Géotechnique, 36(3): 377-396.
-
(1986)
Géotechnique
, vol.36
, Issue.3
, pp. 377-396
-
-
Jardine, R.J.1
Potts, D.M.2
Fourie, A.B.3
Burland, J.B.4
-
37
-
-
0024165720
-
Hutton Tension Leg Platform Foundations: An approach to the prediction of pile behaviour
-
Jardine, R.J. & Potts, D.M. 1988. Hutton Tension Leg Platform Foundations: an approach to the prediction of pile behaviour. Géotechnique 38(2): 231-252.
-
(1988)
Géotechnique
, vol.38
, Issue.2
, pp. 231-252
-
-
Jardine, R.J.1
Potts, D.M.2
-
38
-
-
0025867864
-
-
Florence: Balkema
-
Jardine, R.J., St John, H.D., Hight, D.W. & Potts, D.M. 1991. Some practical applications of a non-linear ground model. Proc. Xth ECSMFE, 1: 223-228. Florence: Balkema.
-
(1991)
Some Practical Applications of a Non-Linear Ground Model. Proc. Xth ECSMFE, 1
, pp. 223-228
-
-
Jardine, R.J.1
St John, H.D.2
Hight, D.W.3
Potts, D.M.4
-
39
-
-
0026882897
-
Some observations on the kinematic nature of soil stiffness
-
Jardine, R.J. 1992. Some observations on the kinematic nature of soil stiffness. Soils and Foundations 32 (2): 111-124.
-
(1992)
Soils and Foundations
, vol.32
, Issue.2
, pp. 111-124
-
-
Jardine, R.J.1
-
40
-
-
84973483568
-
Panel contribution on laboratory determination of soil properties. Session IA. Proc
-
Florence: Balkema
-
Jardine, R.J. 1992. Panel contribution on laboratory determination of soil properties. Session IA. Proc. 10th ECSMFE: (4)1209-1212. Florence: Balkema.
-
(1992)
10Th ECSMFE: (4)1209-1212
-
-
Jardine, R.J.1
-
42
-
-
84973440324
-
One perspective on the pre-failure deformation characteristics of some geomaterials
-
Shibuya, S., Mitachi, K. & Miura, N, Hokkaido: Balkema
-
Jardine, R.J. 1995. One perspective on the pre-failure deformation characteristics of some geomaterials. Keynote lecture. In Shibuya, S., Mitachi, K. & Miura, N. (eds). 1995. Pre-failure Deformation of Geomaterials. Proceedings of TC-29 International Symposium (2): 855-866. Hokkaido: Balkema.
-
(1995)
Keynote Lecture
-
-
Jardine, R.J.1
-
43
-
-
0029415873
-
Vertical loading experiments on rigid pad foundations at Bothkennar
-
Jardine, R.J., Lehane, B.M., Smith, P.R. & Gildea, P.A. 1995. Vertical loading experiments on rigid pad foundations at Bothkennar. Geotechnique, 45(4): 573-599.
-
(1995)
Geotechnique
, vol.45
, Issue.4
, pp. 573-599
-
-
Jardine, R.J.1
Lehane, B.M.2
Smith, P.R.3
Gildea, P.A.4
-
45
-
-
0000110628
-
Anisotropic consolidation including principal stress axis rotation: Experiments, results and practical implications
-
Hamburg: Balkema
-
Jardine, R.J., Zdravkovic, L., & Porovic, E. 1997. Anisotropic consolidation including principal stress axis rotation: experiments, results and practical implications. Proc 14th ICSMFE: (4)2165-2172. Hamburg: Balkema.
-
(1997)
Proc 14Th ICSMFE
, vol.4
, pp. 2165-2172
-
-
Jardine, R.J.1
Zdravkovic, L.2
Porovic, E.3
-
46
-
-
84865166900
-
Pre-failure deformation behaviour of geomaterials
-
London: Thomas Telford
-
Jardine, R.J., Davies, M., Hight, D., Smith, A. & Stallebrass, S. 1998. Pre-failure deformation behaviour of geomaterials. Symposium in Print. London: Thomas Telford.
-
(1998)
Symposium in Print
-
-
Jardine, R.J.1
Davies, M.2
Hight, D.3
Smith, A.4
Stallebrass, S.5
-
48
-
-
0002859666
-
Some surprising results from research into the behaviour of piles driven in sand. Keynote paper for AGI 1999
-
Parma: AGI
-
Jardine, R.J. 2000. Some surprising results from research into the behaviour of piles driven in sand. Keynote paper for AGI 1999. Revista Italiana Geotecnica. 43(3): 5-17. Parma: AGI.
-
(2000)
Revista Italiana Geotecnica.
, vol.43
, Issue.3
, pp. 5-17
-
-
Jardine, R.J.1
-
50
-
-
4444303399
-
A competition to assess the reliability of pile prediction methods
-
Istanbul: Balkema
-
Jardine R.J., Standing, J.R., Jardine, F.M., Bond, A.J. & Parker, E. 2001a. A competition to assess the reliability of pile prediction methods. Proc. 15th ICSMGE: (2) 911-914. Istanbul: Balkema.
-
(2001)
Proc. 15Th ICSMGE: (
, vol.2
, pp. 911-914
-
-
Jardine, R.J.1
Standing, J.R.2
Jardine, F.M.3
Bond, A.J.4
Parker, E.5
-
51
-
-
0033488905
-
Some fundamental aspects of the prefailure behaviour of granular soils
-
Jamiolkowski, Lancellotta & Lo-Presti, Torino: Swets & Zeitlinger
-
Jardine, R.J., Kuwano, R., Zdravkovic, L. & Thornton, C. 2001b. Some fundamental aspects of the prefailure behaviour of granular soils. In Jamiolkowski, Lancellotta & Lo-Presti (eds), Pre-failure Deformation Characteristics of Geomaterial: 1077-1112. Torino: Swets & Zeitlinger.
-
(2001)
Pre-Failure Deformation Characteristics of Geomaterial
, pp. 1077-1112
-
-
Jardine, R.J.1
Kuwano, R.2
Zdravkovic, L.3
Thornton, C.4
-
52
-
-
84856874815
-
-
preparation
-
Jardine, R.J., Kovacevic, N., Collins, R., Devine, J. & Ellis, R. 2004. Geotechnical Aspects of the Bromborough Docks landfill project. In preparation.
-
(2004)
Geotechnical Aspects of the Bromborough Docks Landfill Project
-
-
Jardine, R.J.1
Kovacevic, N.2
Collins, R.3
Devine, J.4
Ellis, R.5
-
54
-
-
84856825185
-
A comparison between observed & predicted behaviour of a deep excavation in soft Bangkok clay
-
Lyon, Balkema
-
Kovacevic, N., Hight, D.W. & Potts, D.M. 2003. A comparison between observed & predicted behaviour of a deep excavation in soft Bangkok clay. Proc. 3rd Int. Conf. Deformation Characteristics of Geomaterials: (1) 983-990, Lyon, Balkema.
-
(2003)
Proc. 3Rd Int. Conf. Deformation Characteristics of Geomaterials
, vol.1
, pp. 983-990
-
-
Kovacevic, N.1
Hight, D.W.2
Potts, D.M.3
-
56
-
-
0000868396
-
Stiffness measurements in a stress path cell
-
Jardine et al., London: Thomas Telford
-
Kuwano, R. & Jardine, R.J. 1998. Stiffness measurements in a stress path cell. In Jardine et al. (eds), Pre-failure behaviour of geomaterials: 391-395. London: Thomas Telford.
-
(1998)
Pre-Failure Behaviour of Geomaterials
, pp. 391-395
-
-
Kuwano, R.1
Jardine, R.J.2
-
58
-
-
0036025918
-
On measuring creep behaviour in granular materials through triaxial testing
-
Kuwano, R. & Jardine, R.J. 2002. On measuring creep behaviour in granular materials through triaxial testing. Canadian Geotechnical Journal 39(5): 1061-1074.
-
(2002)
Canadian Geotechnical Journal
, vol.39
, Issue.5
, pp. 1061-1074
-
-
Kuwano, R.1
Jardine, R.J.2
-
59
-
-
0036926810
-
On the applicability of cross anisotropic elasticity to granular materials at very small strains
-
Kuwano, R. & Jardine R.J. 2002. On the applicability of cross anisotropic elasticity to granular materials at very small strains. Geotechnique 52(10): 727-750.
-
(2002)
Geotechnique
, vol.52
, Issue.10
, pp. 727-750
-
-
Kuwano, R.1
Jardine, R.J.2
-
60
-
-
0027333765
-
Mechanisms of shaft friction in sand from instrumented pile tests. ASCE Geot
-
Lehane, B.M., Jardine, R.J., Bond, A.J. & Frank, R. 1993. Mechanisms of shaft friction in sand from instrumented pile tests. ASCE Geot. Journal 119(1): 19-35.
-
(1993)
Journal
, vol.119
, Issue.1
, pp. 19-35
-
-
Lehane, B.M.1
Jardine, R.J.2
Bond, A.J.3
Frank, R.4
-
61
-
-
0142198972
-
Effects of long term preloading on the performance of a footing on clay
-
Lehane, B.M. & Jardine, R.J. 2003. Effects of long term preloading on the performance of a footing on clay. Geotechnique 53(8): 689-697.
-
(2003)
Geotechnique
, vol.53
, Issue.8
, pp. 689-697
-
-
Lehane, B.M.1
Jardine, R.J.2
-
62
-
-
1842654515
-
Behaviour and properties of natural soils and soft rocks
-
Tan et al. (eds),, Singapore: Swets &
-
Leroueil, S., & Hight, D.W. 2002. Behaviour and properties of natural soils and soft rocks In Tan et al. (eds), Characterisation and Engineering Properties of Natural soils: 29-524. Singapore: Swets & Zeitlinger.
-
(2002)
Zeitlinger
, pp. 29-524
-
-
Leroueil, S.1
Hight, D.W.2
-
63
-
-
84856812095
-
Trial excavation for cut and cover tunnel construction in glacial till - A case study from Dublin
-
Menkiti, C.O., Long, M., Kovacevic, N., Edmonds, H.E., Milligan, G.W.E. & Potts, D.M. 2004. Trial excavation for cut and cover tunnel construction in glacial till - a case study from Dublin. Submitted for Skempton Memorial Conference London 2004.
-
(2004)
Submitted for Skempton Memorial Conference London
, pp. 2004
-
-
Menkiti, C.O.1
Long, M.2
Kovacevic, N.3
Edmonds, H.E.4
Milligan, G.W.E.5
Potts, D.M.6
-
64
-
-
57849151176
-
Surface displacements at St James’s Park greenfield reference site above twin tunnels through the London Clay
-
Burland et al., London: CIRIA & Thomas Telford
-
Nyren R.J., Standing J.R. & Burland J.B. 2002. Surface displacements at St James’s Park greenfield reference site above twin tunnels through the London Clay. In Burland et al. (eds), Building response to tunnelling. Case studies from the Jubilee Line Extension, London: (2) 387-400. London: CIRIA & Thomas Telford.
-
(2002)
Building Response to Tunnelling. Case Studies from the Jubilee Line Extension, London
, vol.2
, pp. 387-400
-
-
Nyren, R.J.1
Standing, J.R.2
Burland, J.B.3
-
65
-
-
84973506608
-
-
Houston, OTC
-
Parker, E.J., Jardine, R.J., Standing, J.R. & Xavier, J. 1999. Jet grouting to improve offshore pile capacity. Offshore Technology Conference, Houston, OTC 10828.
-
(1999)
Jet Grouting to Improve Offshore Pile Capacity. Offshore Technology Conference
, pp. 10828
-
-
Parker, E.J.1
Jardine, R.J.2
Standing, J.R.3
Xavier, J.4
-
67
-
-
0031439840
-
Delayed collapse of cut slopes in stiff clay
-
Potts, D.M., Kovacevic, N. & Vaughan, P.R. 1997. Delayed collapse of cut slopes in stiff clay. Geotechnique 47(5): 953-982.
-
(1997)
Geotechnique
, vol.47
, Issue.5
, pp. 953-982
-
-
Potts, D.M.1
Kovacevic, N.2
Vaughan, P.R.3
-
70
-
-
0041321492
-
Numerical Analysis: A virtual dream or practical reality? The 42nd Rankine Lecture
-
Potts, D.M. 2003. Numerical Analysis: a virtual dream or practical reality? The 42nd Rankine Lecture. Geotechnique 53(6): 535-573.
-
(2003)
Geotechnique
, vol.53
, Issue.6
, pp. 535-573
-
-
Potts, D.M.1
-
71
-
-
0018663224
-
Anisotropic shear modulus due to stress anisotropy. Journ Geot Eng
-
Roesler, S.K. 1979. Anisotropic shear modulus due to stress anisotropy. Journ Geot Eng, ASCE 105(7): 871-880
-
(1979)
ASCE
, vol.105
, Issue.7
, pp. 871-880
-
-
Roesler, S.K.1
-
72
-
-
0027835238
-
-
Oxford. Thomas Telford
-
St John, H.D., Potts, D.M., Jardine, R.J. & Higgins, K.G. 1992. Prediction and performance of ground response due to construction of a deep basement at 60 Victoria Embankment. Wroth Memorial Symposium on Predictive Soil Mechanics 581-608. Oxford. Thomas Telford.
-
(1992)
Prediction and Performance of Ground Response due to Construction of a Deep Basement at 60 Victoria Embankment. Wroth Memorial Symposium on Predictive Soil Mechanics
, pp. 581-608
-
-
St John, H.D.1
Potts, D.M.2
Jardine, R.J.3
Higgins, K.G.4
-
73
-
-
0000042923
-
Static cone to compute settlement over sand
-
Schmertmann, J.H. 1970. Static cone to compute settlement over sand. ASCE JSMFE Div.: (96) 1011-1043.
-
(1970)
ASCE JSMFE Div.: (96)
, pp. 1011-1043
-
-
Schmertmann, J.H.1
-
75
-
-
0001970099
-
In-situ and laboratory investigations into engineering properties of Bangkok clay
-
Yokosuka: Balkema
-
Shibuya, S. & Tamrakar, S.B. 1999. In-situ and laboratory investigations into engineering properties of Bangkok clay. Proc. Int. Symp. Characterisation of Soft Marine Clays - Bothkennar, Drammen, Quebec and Ariake Clays.: (1) 107-132. Yokosuka: Balkema.
-
(1999)
Proc. Int. Symp. Characterisation of Soft Marine Clays - Bothkennar, Drammen, Quebec and Ariake Clays
, vol.1
, pp. 107-132
-
-
Shibuya, S.1
Tamrakar, S.B.2
-
76
-
-
84856915527
-
Deep excavation in Bangkok - Characterisation, measurement and prediction
-
(eds), Proc. Conf. Modern Tunneling Scienec and Technology
-
Shibuya, S., Tamrakar, S.B. & Mitachi, T. 2001. Deep excavation in Bangkok - characterisation, measurement and prediction. In Addachi et al. (eds), Proc. Conf. Modern Tunneling Scienec and Technology: 243-248.
-
(2001)
Addachi Et Al
, pp. 243-248
-
-
Shibuya, S.1
Tamrakar, S.B.2
Mitachi, T.3
-
77
-
-
0001207274
-
32nd Rankine Lecture. Retaining structures - Displacement and design
-
Simpson, B. 1992. 32nd Rankine Lecture. Retaining structures - displacement and design. Geotechnique 42(4): 539-576.
-
(1992)
Geotechnique
, vol.42
, Issue.4
, pp. 539-576
-
-
Simpson, B.1
-
78
-
-
0033488658
-
Engineering needs
-
Jamiolkowski, Lancellotta & Lo-Presti, Torino: Swets & Zeitlinger
-
Simpson, B. 2002. Engineering needs. In Jamiolkowski, Lancellotta & Lo-Presti (eds), Pre-failure Deformation Characteristics of Geomaterial: 1011-1026. Torino: Swets & Zeitlinger.
-
(2002)
Pre-Failure Deformation Characteristics of Geomaterial
, pp. 1011-1026
-
-
Simpson, B.1
-
79
-
-
0027007903
-
On the yielding of Bothkennar clay
-
Smith P.R., Jardine, R.J. & Hight, D.W. 1992. On the yielding of Bothkennar clay. Geotechnique, 42(2): 257-274.
-
(1992)
Geotechnique
, vol.42
, Issue.2
, pp. 257-274
-
-
Smith, P.R.1
Jardine, R.J.2
Hight, D.W.3
-
80
-
-
0031171492
-
The devlopment and evaluation of a constitutive model for the prediction of ground movements in overconsolidated clay
-
Stallebrass, S.E. & Taylor, R.N. 1997. The devlopment and evaluation of a constitutive model for the prediction of ground movements in overconsolidated clay. Geotechnique 47(2): 235-253.
-
(1997)
Geotechnique
, vol.47
, Issue.2
, pp. 235-253
-
-
Stallebrass, S.E.1
Taylor, R.N.2
-
81
-
-
0012253089
-
The measurement of ground movements due to tunnelling at two control sites along the Jubilee Line Extension
-
Mair R.J. & Taylor R.N, London: Balkema
-
Standing J.R., Nyren, R.J., Burland J.B. & Longworth T.I. 1996. The measurement of ground movements due to tunnelling at two control sites along the Jubilee Line Extension. In Mair R.J. & Taylor R.N. (eds), Proc. Int. Symp. Geotechnical Aspects of Underground Construction in Soft Ground: 751-756. London: Balkema.
-
(1996)
Proc. Int. Symp. Geotechnical Aspects of Underground Construction in Soft Ground
, pp. 751-756
-
-
Standing, J.R.1
Nyren, R.J.2
Burland, J.B.3
Longworth, T.I.4
-
86
-
-
0000258797
-
Characterising the Pre-Failure Behaviour of Geomaterials
-
Hamburg: Balkema
-
Tatsuoka, Jardine, Lo Presti, Di Benedetto & Kodaka. 1999. Characterising the Pre-Failure Behaviour of Geomaterials. Theme Lecture, Proc 14th ICSMGE (4): 2129-2164. Hamburg: Balkema.
-
(1999)
Theme Lecture, Proc 14Th ICSMGE
, vol.4
, pp. 2129-2164
-
-
Tatsuoka, J.1
Lo, P.2
Di, B.3
-
87
-
-
0033488655
-
Time dependent deformation characteristics of stiff geomaterials in engineering practice
-
Jamiolkowski, Lancellotta & Lo-Presti (eds), Torino: Swets & Zeitlinger
-
Tatsuoka, F., Uchimura, T., Hayano, K., Di Benedetto, H., Koseki, J. & Siddiquee, M.S.A. 2001. Time dependent deformation characteristics of stiff geomaterials in engineering practice. In Jamiolkowski, Lancellotta & Lo-Presti (eds), Pre-failure Deformation Characteristics of Geomaterial: 1161-1250. Torino: Swets & Zeitlinger.
-
(2001)
Pre-Failure Deformation Characteristics of Geomaterial
, pp. 1161-1250
-
-
Tatsuoka, F.1
Uchimura, T.2
Hayano, K.3
Di Benedetto, H.4
Koseki, J.5
Siddiquee, M.S.A.6
-
88
-
-
25444459274
-
The prediction of ground movements associated with the construction of deep station boxes
-
Swets & Zeitlinger
-
Tor-Petersen, G., Zdravkovic, L., Potts, D.M. & St. John, H.D. 2003. The prediction of ground movements associated with the construction of deep station boxes. In Claiming the Underground space: 1051-1058. Swets & Zeitlinger.
-
(2003)
In Claiming the Underground Space
, pp. 1051-1058
-
-
Tor-Petersen, G.1
Zdravkovic, L.2
Potts, D.M.3
St. John, H.D.4
-
89
-
-
32544449732
-
The Treasury. Building response to tunnelling
-
Burland et al., London, Burland J.B., Standing J.R. & Jardine F.M.: London: CIRIA & Thomas Telford
-
Viggiani G. & Standing J.R. 2002. The Treasury. Building response to tunnelling. In Burland et al. (eds), Case studies from the Jubilee Line Extension, London, Burland J.B., Standing J.R. & Jardine F.M.: (2) 401-432. London: CIRIA & Thomas Telford.
-
(2002)
Case Studies from the Jubilee Line Extension
, vol.2
, pp. 401-432
-
-
Viggiani, G.1
Standing, J.R.2
-
90
-
-
0005389648
-
Effect of time and maintained load on the ultimate capacity of piles in stiff clay
-
Sand M.J
-
Wardle, I.F., Price, G. & Freeman, T.J. 1992. Effect of time and maintained load on the ultimate capacity of piles in stiff clay. In Sand M.J. (ed), Piling European practice and worldwide trend: 92-99.
-
(1992)
Piling European Practice and Worldwide Trend
, pp. 92-99
-
-
Wardle, I.F.1
Price, G.2
Freeman, T.J.3
-
91
-
-
0035261994
-
The effects on anisotropy of principal stress rotation during consolidation
-
Zdravkovic L. & Jardine, R.J. 2001. The effects on anisotropy of principal stress rotation during consolidation, Geotechnique 51(1): 69-83.
-
(2001)
Geotechnique
, vol.51
, Issue.1
, pp. 69-83
-
-
Zdravkovic, L.1
Jardine, R.J.2
-
92
-
-
3142752205
-
-
Int. J. Numerical Methods in Geomechanics,, ASCE, September
-
Zdravkovic, L., Potts, D.M. & Jackson, C. 2003. A numerical study of the effect of preloading on undrained bearing capacity. Int. J. Numerical Methods in Geomechanics, ASCE, September: 1-10.
-
(2003)
A Numerical Study of the Effect of Preloading on Undrained Bearing Capacity.
, pp. 1-10
-
-
Zdravkovic, L.1
Potts, D.M.2
Jackson, C.3
-
93
-
-
0000283233
-
Soil modelling and prediction of deep excavation behaviour
-
Shibuya, S., Mitachi, K. & Miura, N, Hokkaido: Balkema
-
Whittle, A.J. & Hashash, Y.M.A. 1994. Soil modelling and prediction of deep excavation behaviour. In Shibuya, S., Mitachi, K. & Miura, N. (eds). 1995. Pre-failure Deformation of Geomaterials. Proceedings of TC-29 International Symposium: (1)589-594. Hokkaido: Balkema.
-
(1994)
Pre-Failure Deformation of Geomaterials. Proceedings of TC-29 International Symposium
, vol.1
, pp. 589-594
-
-
Whittle, A.J.1
Hashash, Y.M.A.2
|