-
1
-
-
0003498981
-
-
AASHTO, American Association of State Highway and Transportation Officials (AASHTO), Washington, D.C, 17th Ed
-
AASHTO. 2002. Standard specifications for highway bridges. 17th ed. American Association of State Highway and Transportation Officials (AASHTO), Washington, D.C.
-
(2002)
Standard Specifications For Highway Bridges
-
-
-
2
-
-
0037699901
-
Soil reinforcement loads in geosynthetic reinforced walls at working stress conditions
-
Allen, T.M., and Bathurst, R.J. 2002a. Soil reinforcement loads in geosynthetic reinforced walls at working stress conditions. Geo-synthetics International, 9: 525-566.
-
(2002)
Geo-synthetics International
, vol.9
, pp. 525-566
-
-
Allen, T.M.1
Bathurst, R.J.2
-
3
-
-
0038037674
-
Observed long-term performance of geosynthetic walls and implications for design
-
Allen, T.M., and Bathurst, R.J. 2002b. Observed long-term performance of geosynthetic walls and implications for design. Geo-synthetics International, 9: 567-606.
-
(2002)
Geo-synthetics International
, vol.9
, pp. 567-606
-
-
Allen, T.M.1
Bathurst, R.J.2
-
4
-
-
55349113654
-
Design and performance of an 11 m high block-faced geogrid wall
-
Yokohama, Japan, 18- 22 September 2006. Edited by J. Kuwano and J. Koseki. Millpress Science Publishers, Rotterdam, the Netherlands
-
Allen, T.M., and Bathurst, R.J. 2006. Design and performance of an 11 m high block-faced geogrid wall. In Proceedings of the 8th International Conference on Geosynthetics, Yokohama, Japan, 18- 22 September 2006. Edited by J. Kuwano and J. Koseki. Millpress Science Publishers, Rotterdam, the Netherlands. pp. 953-956.
-
(2006)
Proceedings of the 8th International Conference On Geosynthetics
, pp. 953-956
-
-
Allen, T.M.1
Bathurst, R.J.2
-
5
-
-
0037699902
-
Global level of safety and performance of geosynthetic walls: An historical perspective
-
Allen, T.M., Bathurst, R.J., and Berg, R.R. 2002. Global level of safety and performance of geosynthetic walls: An historical perspective. Geosynthetics International, 9: 395-450.
-
(2002)
Geosynthetics International
, vol.9
, pp. 395-450
-
-
Allen, T.M.1
Bathurst, R.J.2
Berg, R.R.3
-
6
-
-
0038028230
-
A new working stress method for prediction of reinforcement loads in geosynthetic walls
-
doi:10.1139/t03-051
-
Allen, T.M., Bathurst, R.J., Holtz, R.D., Walters, D.L., and Lee, W.F. 2003. A new working stress method for prediction of reinforcement loads in geosynthetic walls. Canadian Geotechnical Journal, 40: 976-994. doi:10.1139/t03-051.
-
(2003)
Canadian Geotechnical Journal
, vol.40
, pp. 976-994
-
-
Allen, T.M.1
Bathurst, R.J.2
Holtz, R.D.3
Walters, D.L.4
Lee, W.F.5
-
7
-
-
10244232914
-
A new working stress method for prediction of loads in steel reinforced soil walls
-
doi:10.1061/(ASCE)1090-0241(2004)130:11(1109)
-
Allen, T.M., Bathurst, R.J., Holtz, R.D., Lee, W.F., and Walters, D.L. 2004. A new working stress method for prediction of loads in steel reinforced soil walls. Journal of Geotechnical and Geoenvironmental Engineering, 130: 1109-1120. doi:10.1061/(ASCE)1090-0241(2004)130:11(1109).
-
(2004)
Journal of Geotechnical and Geoenvironmental Engineering
, vol.130
, pp. 1109-1120
-
-
Allen, T.M.1
Bathurst, R.J.2
Holtz, R.D.3
Lee, W.F.4
Walters, D.L.5
-
11
-
-
0002303588
-
-
Transportation Research Record 1288, Washington, D.C
-
Bathurst, R.J., and Benjamin, D.J. 1990. Failure of a geogrid reinforced soil wall. Transportation Research Record 1288, Washington, D.C. pp. 109-116.
-
(1990)
Failure of a Geogrid Reinforced Soil Wall
, pp. 109-116
-
-
Bathurst, R.J.1
Benjamin, D.J.2
-
12
-
-
0002475991
-
A database of results from an incrementally constructed geogrid-reinforced soil wall test
-
Paris, 18-19 November, Presses de l'É cole nationale des Ponts et Chausées, Paris, Reports of the International Conference Organized On the Initiative of the European Technical Committee of the SIMSTF
-
Bathurst, R.J., Jarrett, P.M., and Benjamin, D.J. 1993. A database of results from an incrementally constructed geogrid-reinforced soil wall test. In Proceedings of Soil Reinforcement: Full Scale Experiments of the 80s. Reports of the International Conference Organized on the Initiative of the European Technical Committee of the SIMSTF, Paris, 18-19 November 1993. Presses de l'É cole nationale des Ponts et Chausées, Paris. pp. 401-430.
-
(1993)
Proceedings of Soil Reinforcement: Full Scale Experiments of the 80s
, pp. 401-430
-
-
Bathurst, R.J.1
Jarrett, P.M.2
Benjamin, D.J.3
-
13
-
-
0038037675
-
Short-term strain and deformation behavior of geosynthetic walls at working stress conditions
-
Bathurst, R.J., Allen, T.M., and Walters, D.L. 2002. Short-term strain and deformation behavior of geosynthetic walls at working stress conditions. Geosynthetics International, 9: 451-482.
-
(2002)
Geosynthetics International
, vol.9
, pp. 451-482
-
-
Bathurst, R.J.1
Allen, T.M.2
Walters, D.L.3
-
14
-
-
16844386130
-
Reinforcement loads in geosynthetic walls and the case for a new working stress design method
-
doi:10.1016/j.geotexmem.2005.01.002
-
Bathurst, R.J., Allen, T.M., and Walters, D.L. 2005. Reinforcement loads in geosynthetic walls and the case for a new working stress design method. Geotextiles and Geomembranes, 23: 287-322. doi:10.1016/j.geotexmem.2005.01.002.
-
(2005)
Geotextiles and Geomembranes
, vol.23
, pp. 287-322
-
-
Bathurst, R.J.1
Allen, T.M.2
Walters, D.L.3
-
15
-
-
0022674149
-
The strength and dilatancy of sands
-
Bolton, M.D. 1986. The strength and dilatancy of sands. Géotech-nique, 36: 65-78.
-
(1986)
Géotech-nique
, vol.36
, pp. 65-78
-
-
Bolton, M.D.1
-
16
-
-
0025246802
-
Hyperbolic parameters for compacted soils
-
Boscardin, M.D., Selig, E.T., Lin, R.-S., and Yang, G.-R. 1990. Hyperbolic parameters for compacted soils. Journal of Geotech-nical Engineering, 116: 88-104.
-
(1990)
Journal of Geotech-nical Engineering
, vol.116
, pp. 88-104
-
-
Boscardin, M.D.1
Selig, E.T.2
Lin, R.-S.3
Yang, G.-R.4
-
17
-
-
0028731734
-
Durability of geo-synthetic soil reinforcement elements in Tanque Verde retaining wall structures
-
Washington, D.C
-
Bright, D.G., Collin, J.G., and Berg, R.R. 1994. Durability of geo-synthetic soil reinforcement elements in Tanque Verde retaining wall structures. Transportation Research Record 1439, Washington, D.C. pp. 46-54.
-
(1994)
Transportation Research Record
, vol.1439
, pp. 46-54
-
-
Bright, D.G.1
Collin, J.G.2
Berg, R.R.3
-
19
-
-
0003659584
-
-
Design and Construction Guidelines. Report FHWA-RD-89-043, Federal Highway Administration (FHWA), Washington, D.C
-
Christopher, B.R., Gill, S.A., Giroud, J.-P., Juran, I., Mitchell, J.K., Schlosser, F., and Dunnicliff, J. 1990. Reinforced soil structures. Volume 1: Design and Construction Guidelines. Report FHWA-RD-89-043, Federal Highway Administration (FHWA), Washington, D.C.
-
(1990)
Reinforced Soil Structures
, vol.1
-
-
Christopher, B.R.1
Gill, S.A.2
Giroud, J.-P.3
Juran, I.4
Mitchell, J.K.5
Schlosser, F.6
Dunnicliff, J.7
-
20
-
-
10944263786
-
Stress and strain monitoring of reinforced soil test wall
-
National Research Council, Washington, D.C
-
Farrag, K., Abu-Farsakh, M., and Morvant, M. 2004. Stress and strain monitoring of reinforced soil test wall. Transportation Research Record: Journal of Transportation Research Board, No.1868, National Research Council, Washington, D.C. pp. 89-99.
-
(2004)
Transportation Research Record: Journal of Transportation Research Board
, vol.1868
, pp. 89-99
-
-
Farrag, K.1
Abu-Farsakh, M.2
Morvant, M.3
-
21
-
-
12444344102
-
Static response of reinforced soil retaining walls with non-uniform reinforcement
-
doi:10.1061/(ASCE)1532-3641(2001)1:4(477)
-
Hatami, K., Bathurst, R.J., and Di Pietro, P. 2001. Static response of reinforced soil retaining walls with non-uniform reinforcement. International Journal of Geomechanics, 1: 477-506. doi:10.1061/(ASCE)1532-3641(2001)1:4(477).
-
(2001)
International Journal of Geomechanics
, vol.1
, pp. 477-506
-
-
Hatami, K.1
Bathurst, R.J.2
Di Pietro, P.3
-
22
-
-
2142706130
-
Deformation behavior of 'Shirasu' and its prediction by the subload-ing surface model
-
Hira, M., Hashiguchi, K., Okayasu, T., and Miwa, K. 2002. Deformation behavior of 'Shirasu' and its prediction by the subload-ing surface model. Soils and Foundations, 42: 37-46.
-
(2002)
Soils and Foundations
, vol.42
, pp. 37-46
-
-
Hira, M.1
Hashiguchi, K.2
Okayasu, T.3
Miwa, K.4
-
24
-
-
0021648980
-
Design methods for steep reinforced embankments
-
London, 22- 23 March 1984. Thomas Telford, London
-
Jewell, R.A., Paine, N., and Woods, R.I. 1984. Design methods for steep reinforced embankments. In Proceedings of Symposium on Polymer Grid Reinforcement in Civil Engineering, London, 22- 23 March 1984. Thomas Telford, London. pp. 70-81.
-
(1984)
Proceedings of Symposium On Polymer Grid Reinforcement In Civil Engineering
, pp. 70-81
-
-
Jewell, R.A.1
Paine, N.2
Woods, R.I.3
-
25
-
-
0038704712
-
Instrumentation and performance of tilt-up panel wall
-
Vancouver, B.C., 30 March -1 April 1993. Industrial Fabrics Association International, Roseville, Minn
-
Knight, M.A., and Valsangkar, A.J. 1993. Instrumentation and performance of tilt-up panel wall. In Proceedings of Geosynthetics '93, Vancouver, B.C., 30 March -1 April 1993. Industrial Fabrics Association International, Roseville, Minn., pp. 123-136.
-
(1993)
Proceedings of Geosynthetics '93
, pp. 123-136
-
-
Knight, M.A.1
Valsangkar, A.J.2
-
26
-
-
55349107870
-
-
Japanese Geotechnical Society, In Japanese
-
Japanese Geotechnical Society. 1985. Japanese problematic soil. p. 356. [In Japanese.]
-
(1985)
Japanese Problematic Soil
, pp. 356
-
-
-
27
-
-
0004006248
-
-
Report UCLA-ENG-7652. University of California, Los Angeles, Calif
-
Lade, P.V., and Lee, K.L. 1976. Engineering properties of soils. Report UCLA-ENG-7652. University of California, Los Angeles, Calif.
-
(1976)
Engineering Properties of Soils
-
-
Lade, P.V.1
Lee, K.L.2
-
28
-
-
55349086237
-
Evaluation of K-stiffness method for vertical geosynthetic reinforced granular soil walls in Japan
-
Miyata, Y., and Bathurst, R.J. 2007. Evaluation of K-stiffness method for vertical geosynthetic reinforced granular soil walls in Japan. Soils and Foundations, 47: 319-335.
-
(2007)
Soils and Foundations
, vol.47
, pp. 319-335
-
-
Miyata, Y.1
Bathurst, R.J.2
-
29
-
-
55349094723
-
Experimental study on geotextile-reinforced soil walls with different facings
-
Maastricht, the Netherlands, 30 September - 2 October 1996. Edited by M.B. De Groot, G. Den Hoedt, and R.J. Termaat. A.A. Balk-ema, Rotterdam, the Netherlands
-
Ochiai, Y., and Fukuda, N. 1996. Experimental study on geotextile-reinforced soil walls with different facings. In Proceedings of EuroGeo1, 1st European Conference on Geosynthetics, Maastricht, the Netherlands, 30 September - 2 October 1996. Edited by M.B. De Groot, G. Den Hoedt, and R.J. Termaat. A.A. Balk-ema, Rotterdam, the Netherlands. pp. 79-86.
-
(1996)
Proceedings of EuroGeo1, 1st European Conference On Geosynthetics
, pp. 79-86
-
-
Ochiai, Y.1
Fukuda, N.2
-
31
-
-
84883795152
-
-
PWRC, Public Works Research Center, Tsukuba, Ibaraki, Japan, In Japanese
-
PWRC. 2002. Technical report for PWRC certification of construction material, products and technique: Geogrid Tensar (certificated No. 0201). Public Works Research Center, Tsukuba, Ibaraki, Japan. p. 235. [In Japanese.]
-
(2002)
Technical Report For PWRC Certification of Construction Material, Products and Technique: Geogrid Tensar (certificated No. 0201)
, pp. 235
-
-
-
32
-
-
84883771815
-
-
PWRI, Sumitomo Kensetsu Co. Ltd., and Tekken Kensetsu Co, Cooperative research report of PWRI, Public Works Research Institute, Ministry of Construction, Tsukuba, Japan, In Japanese
-
PWRI, Sumitomo Kensetsu Co. Ltd., and Tekken Kensetsu Co. 1988. Development of design and construction method on geo-textile earth retaining structure. Cooperative research report of PWRI, Public Works Research Institute, Ministry of Construction, Tsukuba, Japan. Vol. 19. pp. 58-68. [In Japanese.]
-
(1988)
Development of Design and Construction Method On Geo-textile Earth Retaining Structure
, vol.19
, pp. 58-68
-
-
-
33
-
-
2642549753
-
Lateral and axial deformation of PP, HDPE and PET geogrids under tensile load
-
doi:10.1016/j.geotexmem. 2004.03.003
-
Shinoda, M., and Bathurst, R.J. 2004. Lateral and axial deformation of PP, HDPE and PET geogrids under tensile load. Geotextiles and Geomembranes, 22: 205-222. doi:10.1016/j.geotexmem. 2004.03.003.
-
(2004)
Geotextiles and Geomembranes
, vol.22
, pp. 205-222
-
-
Shinoda, M.1
Bathurst, R.J.2
-
34
-
-
0001507061
-
Full-scale failure experiments of geotextile-reinforced soil walls with different facings
-
Fukuoka, Japan, 12-14 November 1996. Edited by H. Ochiai, N. Yasu-fuku, and K. Omine. A.A. Balkema, Rotterdam, the Netherlands
-
Tajiri, N., Sasaki, H., Nishimura, J., Ochiai, Y., and Dobashi, K. 1996. Full-scale failure experiments of geotextile-reinforced soil walls with different facings. In Proceedings of IS-Kyushu 96, 3rd International Symposium on Earth Reinforcement, Fukuoka, Japan, 12-14 November 1996. Edited by H. Ochiai, N. Yasu-fuku, and K. Omine. A.A. Balkema, Rotterdam, the Netherlands. pp. 525-530.
-
(1996)
Proceedings of IS-Kyushu 96, 3rd International Symposium On Earth Reinforcement
, pp. 525-530
-
-
Tajiri, N.1
Sasaki, H.2
Nishimura, J.3
Ochiai, Y.4
Dobashi, K.5
-
36
-
-
0038375945
-
Conversion of geosynthetic strain to load using reinforcement stiffness
-
Walters, D.L., Allen, T.M., and Bathurst, R.J. 2002. Conversion of geosynthetic strain to load using reinforcement stiffness. Geo-synthetics International, 9: 483-523.
-
(2002)
Geo-synthetics International
, vol.9
, pp. 483-523
-
-
Walters, D.L.1
Allen, T.M.2
Bathurst, R.J.3
-
37
-
-
72449123122
-
-
WSDOT, Washington State Department of Transportation, Olympia, Wash
-
WSDOT. 2005. Geotechnical design manual M46-03. Washington State Department of Transportation, Olympia, Wash.
-
(2005)
Geotechnical Design Manual M46-03
-
-
-
38
-
-
55349128950
-
Comparative studies on design and practice of steep reinforced embankments
-
Tokyo, Japan, 1 December 1986. IGS Japan Chapter, Tokyo, In Japanese
-
Yamanouchi, T., Fukuda, N., Akasaki, T., Ikegami, M., and Miya-zaki, Y. 1986a. Comparative studies on design and practice of steep reinforced embankments. In Proceedings of 1st IGS Japan Chapter Symposium, Tokyo, Japan, 1 December 1986. IGS Japan Chapter, Tokyo. pp. 29-34. [In Japanese.]
-
(1986)
Proceedings of 1st IGS Japan Chapter Symposium
, pp. 29-34
-
-
Yamanouchi, T.1
Fukuda, N.2
Akasaki, T.3
Ikegami, M.4
Miya-Zaki, Y.5
-
39
-
-
55349117837
-
Test construction works for polymer grid reinforcement retaining wall
-
Sapporo, Japan, 10-12 June 1986. Japan Geotechnical Society, Tokyo, In Japanese
-
Yamanouchi, T., Fukuda, N., Oda, H., Maruyama, K., Nagata, T., Kobayashi, K., and Morihata, I. 1986b. Test construction works for polymer grid reinforcement retaining wall. In Proceedings of the 21st Japanese Geotechnical Society Conference, Sapporo, Japan, 10-12 June 1986. Japan Geotechnical Society, Tokyo. pp. 549-553. [In Japanese.]
-
(1986)
Proceedings of the 21st Japanese Geotechnical Society Conference
, pp. 549-553
-
-
Yamanouchi, T.1
Fukuda, N.2
Oda, H.3
Maruyama, K.4
Nagata, T.5
Kobayashi, K.6
Morihata, I.7
-
40
-
-
0005208974
-
Study on mechanical properties of soil-cement mixture for cutoff wall
-
Yu, Y., Pu, J., and Ugai, K. 1997. Study on mechanical properties of soil-cement mixture for cutoff wall. Soils and Foundations, 37: 93-104.
-
(1997)
Soils and Foundations
, vol.37
, pp. 93-104
-
-
Yu, Y.1
Pu, J.2
Ugai, K.3
|