-
1
-
-
0004002449
-
-
American Association of State Highways and Transportation Officials (AASHTO) sixteenth Ed. American Association of State Highway and Transportation Officials, Washington, DC, USA
-
American Association of State Highways and Transportation Officials (AASHTO), 1996. Standard Specifications for Highway Bridges, with 1998 Interims, sixteenth Ed. American Association of State Highway and Transportation Officials, Washington, DC, USA.
-
(1996)
Standard Specifications for Highway Bridges, With 1998 Interims
-
-
-
3
-
-
0033850373
-
Reinforced soil technology at FHWA, making old technology new
-
August
-
Adams, M.T., 2000. Reinforced soil technology at FHWA, making old technology new. Geotechnical Fabrics Report, August, pp. 34-37.
-
(2000)
Geotechnical Fabrics Report
, pp. 34-37
-
-
Adams, M.T.1
-
4
-
-
0037699901
-
Observed long-term performance of geosynthetic walls and implications for design
-
T.M. Allen R.J. Bathurst Observed long-term performance of geosynthetic walls and implications for design Geosynthetics International 9 5-6 2002 525-566
-
(2002)
Geosynthetics International
, vol.9
, Issue.5-6
, pp. 525-566
-
-
Allen, T.M.1
Bathurst, R.J.2
-
5
-
-
0003492199
-
Standard test method for tensile properties of geotextiles by wide-width strip method
-
ASTM Standard D 4595 ASTM, West Conshohocken, PA, USA
-
ASTM Standard D 4595, 1998. Standard test method for tensile properties of geotextiles by wide-width strip method, ASTM, West Conshohocken, PA, USA.
-
(1998)
-
-
-
6
-
-
14944386284
-
Standard test method for evaluating the unconfined tensile creep behaviour of geosynthetics
-
ASTM Standard D 5262 ASTM, West Conshohocken, PA, USA
-
ASTM Standard D 5262, 1998. Standard test method for evaluating the unconfined tensile creep behaviour of geosynthetics, ASTM, West Conshohocken, PA, USA.
-
(1998)
-
-
-
8
-
-
14944349960
-
Report on results of Pisa II block unit interface shear capacity testing
-
Bathurst, Jarrett and Associates Inc. Bathurst, Jarrett and Associates Inc., Kingston, Ont., Canada
-
Bathurst, Jarrett and Associates Inc., 1996. Report on results of Pisa II block unit interface shear capacity testing. Bathurst, Jarrett and Associates Inc., Kingston, Ont., Canada, 5pp.
-
(1996)
, pp. 5
-
-
-
9
-
-
14944368430
-
Unpublished test data for ASTM Standard D 4595 stress-strain data for Stratagrid 200
-
Obtained from Dr. R. Bathurst, Royal Military College, Kingston, Ont., Canada
-
Bathurst, R.J., 2000. Unpublished test data for ASTM Standard D 4595 stress-strain data for Stratagrid 200. Obtained from Dr. R. Bathurst, Royal Military College, Kingston, Ont., Canada.
-
(2000)
-
-
Bathurst, R.J.1
-
10
-
-
0003770321
-
Earth retaining structures and reinforced slopes
-
R.K. Rowe (Ed.) Kluwer Academic Publishers Norwell, MA, USA Chapter 17
-
R.J. Bathurst C.J.F.P. Jones Earth retaining structures and reinforced slopes In: R.K. Rowe (Ed.) Geotechnical and Geoenvironmental Engineering Handbook 2001 Kluwer Academic Publishers Norwell, MA, USA 1088pp. Chapter 17
-
(2001)
Geotechnical and Geoenvironmental Engineering Handbook
, pp. 1088
-
-
Bathurst, R.J.1
Jones, C.J.F.P.2
-
11
-
-
0020896229
-
Geotextile earth-reinforced retaining wall tests: Glenwood Canyon, Colorado
-
J.R. Bell R.K. Barrett A.C. Ruckman Geotextile earth-reinforced retaining wall tests: Glenwood Canyon, Colorado Transportation Research Record 916 1983 59-69
-
(1983)
Transportation Research Record
, vol.916
, pp. 59-69
-
-
Bell, J.R.1
Barrett, R.K.2
Ruckman, A.C.3
-
13
-
-
0002707350
-
Performance of full scale embankment on soft Bangkok clay with geogrid reinforcement
-
Singapore
-
Bergado, M.T., Menil N.J.L., Rimoldi, R., Douglas, R.S., 1994. Performance of full scale embankment on soft Bangkok clay with geogrid reinforcement. Proceedings of the Fifth International Conference on Geotextiles, Geomembranes and Related Products, Singapore, pp. 1-4.
-
(1994)
Proceedings of the Fifth International Conference on Geotextiles, Geomembranes and Related Products
, pp. 1-4
-
-
Bergado, M.T.1
Menil, N.J.L.2
Rimoldi, R.3
Douglas, R.S.4
-
14
-
-
0345643551
-
General theory of three-dimensional consolidation
-
M.A. Biot General theory of three-dimensional consolidation Journal of Applied Physics 12 1941 155-164
-
(1941)
Journal of Applied Physics
, Issue.12
, pp. 155-164
-
-
Biot, M.A.1
-
15
-
-
0001740738
-
Problems of soil mechanics and construction on soft and structurally unstable soils (collapsible, expansive and others)
-
Bjerrum, L., 1973. Problems of soil mechanics and construction on soft and structurally unstable soils (collapsible, expansive and others). Proceedings of the eigth International Conference on Soil Mechanics and Foundation Engineering, Moscow, vol. 3, pp. 111-159.
-
(1973)
Proceedings of the Eigth International Conference on Soil Mechanics and Foundation Engineering Moscow
, vol.3
, pp. 111-159
-
-
Bjerrum, L.1
-
16
-
-
14944367704
-
Performance of mechanically stabilized earth walls over compressible soils
-
Ochiai, et al. (Eds.) A.A. Balkema
-
Bloomfield, R.A., Soliman, A.F., Abraham, A., 2001. Performance of mechanically stabilized earth walls over compressible soils. In: Ochiai, et al. (Eds.), Landmarks in Earth Reinforcement. A.A. Balkema, pp. 317-322.
-
(2001)
Landmarks in Earth Reinforcement
, pp. 317-322
-
-
Bloomfield, R.A.1
Soliman, A.F.2
Abraham, A.3
-
17
-
-
0022674149
-
The strength and dilatancy of sands
-
M.D. Bolton The strength and dilatancy of sands Geotechnique 36 1 1986 65-78
-
(1986)
Geotechnique
, vol.36
, Issue.1
, pp. 65-78
-
-
Bolton, M.D.1
-
18
-
-
0003716389
-
-
Canadian Foundation Engineering Manual (CFEM) third ed. Canadian Geotechnical Society, Richmond, BC, Canada
-
Canadian Foundation Engineering Manual (CFEM), 1992. Canadian Foundation Engineering Manual. third ed. Canadian Geotechnical Society, Richmond, BC, Canada, 512 pp.
-
(1992)
Canadian Foundation Engineering Manual
, pp. 512
-
-
-
19
-
-
0003923754
-
Program AFENA, A general finite element algorithm
-
Centre for Geotechnical Research, University of Sydney, NSW, Australia
-
Carter, J.P., Balaam, N.P., 1990. Program AFENA, A general finite element algorithm. Centre for Geotechnical Research, University of Sydney, NSW, Australia.
-
(1990)
-
-
Carter, J.P.1
Balaam, N.P.2
-
20
-
-
0003957605
-
Non-linear Analysis in Soil Mechanics - Theory and Implementation
-
New York, NY, USA: Elsevier Science Publish Company Inc
-
W.F. Chen E. Mizuno Non-linear Analysis in Soil Mechanics - Theory and Implementation. Developments in Geotechnical Engineering vol. 53 1990 Elsevier Science Publish Company Inc. New York, NY, USA 661pp
-
(1990)
Developments in Geotechnical Engineering
, vol.53
-
-
Chen, W.F.1
Mizuno, E.2
-
21
-
-
0004025945
-
-
5th ed. New York, NY, USA: Chapman & Hall
-
R.F. Craig Soil Mechanics 5th ed. 1992 Chapman & Hall New York, NY, USA 427pp
-
(1992)
Soil Mechanics
, pp. 427
-
-
Craig, R.F.1
-
22
-
-
14944354439
-
Geogrid reinforced soil wall on compressible soils
-
St. Louis
-
Curtis, R.L., Chouery-Curtis, V.E., Miller, D.A., 1988. Geogrid reinforced soil wall on compressible soils. Proceedings of the Second International Conference on Case Histories in Geotechnical Engineering, St. Louis, pp. 1063-1067.
-
(1988)
Proceedings of the Second International Conference on Case Histories in Geotechnical Engineering
, pp. 1063-1067
-
-
Curtis, R.L.1
Chouery-Curtis, V.E.2
Miller, D.A.3
-
23
-
-
85025000201
-
The effect of increasing strength with depth on the bearing capacity of clays
-
E.H. Davis J.R. Booker The effect of increasing strength with depth on the bearing capacity of clays Geotechnique 23 4 1973 551-563
-
(1973)
Geotechnique
, vol.23
, Issue.4
, pp. 551-563
-
-
Davis, E.H.1
Booker, J.R.2
-
24
-
-
0003460952
-
Strength, stress-strain and bulk modulus parameters for finite element analysis of stresses and movement in soil masses
-
Berkeley: College of Engineering, University of California
-
J.M. Duncan P. Byrne K.S. Wong P. Mabry Strength, stress-strain and bulk modulus parameters for finite element analysis of stresses and movement in soil masses 1980 College of Engineering, University of California Berkeley
-
(1980)
-
-
Duncan, J.M.1
Byrne, P.2
Wong, K.S.3
Mabry, P.4
-
25
-
-
14944372690
-
Reinforced earth ramps over flexible inclusions in Beirut
-
Ochiai et al. (Eds.) A.A. Balkema Rotterdam
-
J.B. Esta Reinforced earth ramps over flexible inclusions in Beirut In: Ochiai et al. (Eds.) Landmarks in Earth Reinforcement 2001 A.A. Balkema Rotterdam 335-340
-
(2001)
Landmarks in Earth Reinforcement
, pp. 335-340
-
-
Esta, J.B.1
-
26
-
-
0012665302
-
Mechanically stabilized earth walls and reinforced soil slopes, design and construction guidelines
-
Federal Highway Administration (FHWA) FHWA Demonstration Project 82, Publication Number FHWA-SA-96-071
-
Federal Highway Administration (FHWA), 1996. Mechanically stabilized earth walls and reinforced soil slopes, design and construction guidelines. FHWA Demonstration Project 82, Publication Number FHWA-SA-96-071.
-
(1996)
-
-
-
27
-
-
31844451987
-
-
Geotechnical Fabrics Report (GFR) GFR 17(9), Industrial Fabrics Association International, Roseville, MN, USA
-
Geotechnical Fabrics Report (GFR), 1999. 2000 Specifier's Guide, GFR 17(9), Industrial Fabrics Association International, Roseville, MN, USA.
-
(1999)
2000 Specifier's Guide
-
-
-
28
-
-
14944346462
-
GG-4 (a&b): Determination of long-term design strength of (stiff and flexible) geogrids
-
GRI Standard and Practice Geosynthetic Research Institute, Drexel University, Philadelphia, PA, USA
-
GRI Standard and Practice, 1991. GG-4 (a&b): Determination of long-term design strength of (stiff and flexible) geogrids. Geosynthetic Research Institute, Drexel University, Philadelphia, PA, USA.
-
(1991)
-
-
-
29
-
-
0142249782
-
GRS bridge abutments - An effective means to alleviate bridge approach settlement
-
S.M.B. Helwany J.T.H. Wu B. Froessl GRS bridge abutments - an effective means to alleviate bridge approach settlement Geotextiles and Geomembranes 21 2003 177-196
-
(2003)
Geotextiles and Geomembranes
, vol.21
, pp. 177-196
-
-
Helwany, S.M.B.1
Wu, J.T.H.2
Froessl, B.3
-
32
-
-
0004253056
-
-
Fourth Ed. Englewood Cliffs, NJ, USA: Prentice Hall
-
R.K. Koerner Designing with Geosynthetics Fourth Ed. 1990 Prentice Hall Englewood Cliffs, NJ, USA
-
(1990)
Designing With Geosynthetics
-
-
Koerner, R.K.1
-
33
-
-
0025925882
-
Studies of failure mechanisms and design methods for geotextile-reinforced soil walls
-
J. Krieger B.R. Thamm Studies of failure mechanisms and design methods for geotextile-reinforced soil walls Geotextiles and Geomembranes 10 1991 53-63
-
(1991)
Geotextiles and Geomembranes
, vol.10
, pp. 53-63
-
-
Krieger, J.1
Thamm, B.R.2
-
34
-
-
0004085771
-
-
Research Project 1493-6, Cornell University, Ithaca, New York
-
Kulhawy, F.H., Mayne, P.W., 1990. Manual on estimating soil properties for foundation design. Research Project 1493-6, Cornell University, Ithaca, New York.
-
(1990)
Manual on Estimating Soil Properties for Foundation Design
-
-
Kulhawy, F.H.1
Mayne, P.W.2
-
35
-
-
0003850670
-
Time dependent behaviour of reinforced embankments on soft foundations
-
PhD Thesis, Faculty of Civil and Environmental Engineering, University of Western Ontario, London, Ontario, Canada
-
Li, A.L., 2000. Time dependent behaviour of reinforced embankments on soft foundations. PhD Thesis, Faculty of Civil and Environmental Engineering, University of Western Ontario, London, Ontario, Canada, 398pp.
-
(2000)
, pp. 398
-
-
Li, A.L.1
-
36
-
-
0033152311
-
Reinforced embankments over soft foundations under undrained and partially drained conditions
-
A.L. Li R.K. Rowe Reinforced embankments over soft foundations under undrained and partially drained conditions Geotextiles and Geomembranes 17 3 1999 129-146
-
(1999)
Geotextiles and Geomembranes
, vol.17
, Issue.3
, pp. 129-146
-
-
Li, A.L.1
Rowe, R.K.2
-
37
-
-
0028026338
-
Settlement of embankments on soft clays
-
Keynote Lecture, Settlement '94, Texas A&M University, College Station, TX
-
Mesri, G., Lo, D.O.K., Feng, T.W., 1994. Settlement of embankments on soft clays. Keynote Lecture, Settlement '94, Texas A&M University, College Station, TX. Geotechnical Special Publication 40, vol. 1, pp. 8-56.
-
(1994)
Geotechnical Special Publication 40
, vol.1
, pp. 8-56
-
-
Mesri, G.1
Lo, D.O.K.2
Feng, T.W.3
-
38
-
-
0001723068
-
Field performance of a geotextile reinforced soil wall with concrete facing blocks
-
H. Ochiai N. Yasufuku K. Omine (Eds.) Balkema, Rotterdam Brookfield
-
T. Nakajima N. Toriumi H. Shintani H. Miyataka K. Dobahi Field performance of a geotextile reinforced soil wall with concrete facing blocks In: H. Ochiai N. Yasufuku K. Omine (Eds.) Earth Reinforcement 1996 Balkema, Rotterdam Brookfield 427-432
-
(1996)
Earth Reinforcement
, pp. 427-432
-
-
Nakajima, T.1
Toriumi, N.2
Shintani, H.3
Miyataka, H.4
Dobahi, K.5
-
39
-
-
0004027721
-
-
National Concrete Masonry Association (NCMA) Second Ed. NCMA, Herndon, VA, USA
-
National Concrete Masonry Association (NCMA), 1996. Design Manual for Segmental Retaining Walls. Second Ed. NCMA, Herndon, VA, USA.
-
(1996)
Design Manual for Segmental Retaining Walls
-
-
-
40
-
-
0001077171
-
The constitutive equations for work-hardening and rate sensitive plastic materials
-
Perzyna, P., 1963. The constitutive equations for work-hardening and rate sensitive plastic materials. Proceedings of Vibration Problems, Warsaw, vol. 4 (3), pp. 281-290.
-
(1963)
Proceedings of Vibration Problems, Warsaw
, vol.4
, Issue.3
, pp. 281-290
-
-
Perzyna, P.1
-
41
-
-
0032105261
-
The significance of rate effects in modelling the Sackville test embankment
-
R.K. Rowe S.D. Hinchberger The significance of rate effects in modelling the Sackville test embankment Canadian Geotechnical Journal 35 3 1998 500-516
-
(1998)
Canadian Geotechnical Journal
, vol.35
, Issue.3
, pp. 500-516
-
-
Rowe, R.K.1
Hinchberger, S.D.2
-
42
-
-
0035439039
-
Numerical analysis of geosynthetic reinforced retaining wall constructed on a layered soil foundation
-
R.K. Rowe G.D. Skinner Numerical analysis of geosynthetic reinforced retaining wall constructed on a layered soil foundation Geotextiles and Geomembranes 19 2001 387-412
-
(2001)
Geotextiles and Geomembranes
, vol.19
, pp. 387-412
-
-
Rowe, R.K.1
Skinner, G.D.2
-
43
-
-
0023566522
-
Stabilization of very soft soils using high strength geosynthetics: The role of finite element analysis
-
R.K. Rowe K.L. Soderman Stabilization of very soft soils using high strength geosynthetics: The role of finite element analysis Geotextiles and Geomembranes 6 1-3 1987 53-80
-
(1987)
Geotextiles and Geomembranes
, vol.6
, Issue.1-3
, pp. 53-80
-
-
Rowe, R.K.1
Soderman, K.L.2
-
44
-
-
14944355477
-
Geosynthetic reinforced soil walls constructed on yielding foundations
-
Ph.D. Thesis, Faculty of Applied Science, Queen's University, Kingston, Ont., Canada
-
Skinner, G.D., 2002. Geosynthetic reinforced soil walls constructed on yielding foundations. Ph.D. Thesis, Faculty of Applied Science, Queen's University, Kingston, Ont., Canada, 356pp.
-
(2002)
, pp. 356
-
-
Skinner, G.D.1
-
45
-
-
14944345121
-
Design and behaviour of geosynthetic reinforced soil walls constructed on yielding foundations
-
G.D. Skinner R.K. Rowe Design and behaviour of geosynthetic reinforced soil walls constructed on yielding foundations Geosynthetics International 10 6 2003 200-214
-
(2003)
Geosynthetics International
, vol.10
, Issue.6
, pp. 200-214
-
-
Skinner, G.D.1
Rowe, R.K.2
-
46
-
-
15544372962
-
Slope/W for slope stability analysis
-
Slope/W from Geo-slope International Ltd., Calgary, Ala., Canada
-
Slope/W, 2001. Slope/W for slope stability analysis, from Geo-slope International Ltd., Calgary, Ala., Canada.
-
(2001)
-
-
-
47
-
-
0020969861
-
The permeability of natural soft clays, Part II: Permeability characteristics
-
F. Tavenas P. Jean P. Leblond S. Leroueil The permeability of natural soft clays, Part II: Permeability characteristics Canadian Geotechnical Journal 20 4 1983 645-660
-
(1983)
Canadian Geotechnical Journal
, vol.20
, Issue.4
, pp. 645-660
-
-
Tavenas, F.1
Jean, P.2
Leblond, P.3
Leroueil, S.4
-
49
-
-
14944354437
-
Ultra-high hybrid wire and concrete-faced mechanically stabilized earth bridge abutments
-
E. Ochiai (Ed.) A.A. Balkema Rotterdam
-
K.M. Troung M.J. Berkebile R.A. Gladstone Ultra-high hybrid wire and concrete-faced mechanically stabilized earth bridge abutments In: E. Ochiai (Ed.) Landmarks in Earth Reinforcement 2001 A.A. Balkema Rotterdam 477-481
-
(2001)
Landmarks in Earth Reinforcement
, pp. 477-481
-
-
Troung, K.M.1
Berkebile, M.J.2
Gladstone, R.A.3
-
50
-
-
14944383910
-
Preloaded-prestressed geogrid-reinforced soil bridge pier
-
T. Uchimura F. Tatsuoka M. Shinoda M. Tateyama Preloaded-prestressed geogrid-reinforced soil bridge pier IGS News 17 1 2001 11-13
-
(2001)
IGS News
, vol.17
, Issue.1
, pp. 11-13
-
-
Uchimura, T.1
Tatsuoka, F.2
Shinoda, M.3
Tateyama, M.4
-
51
-
-
14944369549
-
-
Unilock® Armstrong Avenue, Georgetown, Ontario, L7G 4×6, Canada
-
Unilock® Armstrong Avenue, Georgetown, Ontario, L7G 4×6, Canada.
-
-
-
|