-
1
-
-
0005321891
-
-
Washington, DC: American Associations for State Highways and Transportation Officials
-
AASHTO (1983). Guide specifications for seismic design of highway bridges. Washington, DC: American Associations for State Highways and Transportation Officials.
-
(1983)
Guide Specifications for Seismic Design of Highway Bridges
-
-
-
2
-
-
0041499171
-
-
Deparment of Civil Engineering, University of Southern California, Los Angeles, CA
-
Bardet, J. P., Oka, F., Sugito, M. & Yashima, A. (1995). Preliminary investigation report of the great Hanshin earthquake disaster. Deparment of Civil Engineering, University of Southern California, Los Angeles, CA.
-
(1995)
Preliminary Investigation Report of the Great Hanshin Earthquake Disaster
-
-
Bardet, J.P.1
Oka, F.2
Sugito, M.3
Yashima, A.4
-
3
-
-
0001585597
-
Pseudo-static seismic analysis of geosynthetic-reinforced segmental retaining walls
-
Bathurst, R. J. & Cai, Z. (1995). Pseudo-static seismic analysis of geosynthetic-reinforced segmental retaining walls. Geosynthetics 2, No. 5, 787-830.
-
(1995)
Geosynthetics
, vol.2
, Issue.5
, pp. 787-830
-
-
Bathurst, R.J.1
Cai, Z.2
-
4
-
-
0008963020
-
Seismic design of slopes reinforced with geogrids and geotextiles
-
Bonaparte, R., Schmertmann, G. R. & Williams, N. D. (1986). Seismic design of slopes reinforced with geogrids and geotextiles. Proc. 3rd Int. Conf. on Geotextiles, Vienna, 273-278.
-
(1986)
Proc. 3rd Int. Conf. on Geotextiles, Vienna
, pp. 273-278
-
-
Bonaparte, R.1
Schmertmann, G.R.2
Williams, N.D.3
-
6
-
-
0344894610
-
-
Civil Engineering Research Institute, Hokkaido Development Bureau, Report No. 108 (in Japanese)
-
CERI (1995). Investigation report of the 1994 Hokkaido Toho-Oki earthquake. Civil Engineering Research Institute, Hokkaido Development Bureau, Report No. 108 (in Japanese).
-
(1995)
Investigation Report of the 1994 Hokkaido Toho-Oki Earthquake
-
-
-
7
-
-
0346349123
-
The importance of vertical component of earthquake motion
-
Chopra, A. K. (1966). The importance of vertical component of earthquake motion. Bull. Seism. Soc. Am. 56, No. 5, 1163-1175.
-
(1966)
Bull. Seism. Soc. Am.
, vol.56
, Issue.5
, pp. 1163-1175
-
-
Chopra, A.K.1
-
8
-
-
0004057380
-
Field observations of reinforced soil structures under seismic loading
-
eds H. Ochiai, S. Hayashi & J. Otani. Rotterdam: Balkema
-
Collin, J. G., Chouery-Curtis, V. E. & Berg, R. R. (1992). Field observations of reinforced soil structures under seismic loading. Proc. Int. Symp. on Earth Reinforcement (eds H. Ochiai, S. Hayashi & J. Otani), 223-228. Rotterdam: Balkema.
-
(1992)
Proc. Int. Symp. on Earth Reinforcement
, pp. 223-228
-
-
Collin, J.G.1
Chouery-Curtis, V.E.2
Berg, R.R.3
-
10
-
-
0028974927
-
Modification of Mononobe-Okabe theory
-
Fang, Y. S. & Chen, T. J. (1995). Modification of Mononobe-Okabe theory. Géotechnique 45, No. 1, 165-167.
-
(1995)
Géotechnique
, vol.45
, Issue.1
, pp. 165-167
-
-
Fang, Y.S.1
Chen, T.J.2
-
12
-
-
0007536421
-
Small strain behavior of a gravel along some triaxial stress path
-
eds S. Shibuya, T. Mitachi & S. Miura. Rotterdam: Balkema
-
Flora, A., Jiang, G. L., Kohata, Y. & Tatsuoka, F. (1994). Small strain behavior of a gravel along some triaxial stress path. In Prefailure deformation of geomaterials, (eds S. Shibuya, T. Mitachi & S. Miura) pp. 279-285. Rotterdam: Balkema.
-
(1994)
Prefailure Deformation of Geomaterials
, pp. 279-285
-
-
Flora, A.1
Jiang, G.L.2
Kohata, Y.3
Tatsuoka, F.4
-
13
-
-
0041962035
-
-
Waterways Experiment Station, Corps of Engineers, Vicksburg, MS 39180, Miscellaneous Paper GL-84-13
-
Haynes, M. E. & Franklin, A. G. (1984). Rationalizing the seismic coefficient method. Waterways Experiment Station, Corps of Engineers, Vicksburg, MS 39180, Miscellaneous Paper GL-84-13.
-
(1984)
Rationalizing the Seismic Coefficient Method
-
-
Haynes, M.E.1
Franklin, A.G.2
-
14
-
-
0001548422
-
Seismic response of horizontal soil layers
-
Idriss, I. M. & Seed, H. B. (1968). Seismic response of horizontal soil layers. J. Soil Mech. Fdns Div., ASCE 94, No. 4, 1003-1031.
-
(1968)
J. Soil Mech. Fdns Div., ASCE
, vol.94
, Issue.4
, pp. 1003-1031
-
-
Idriss, I.M.1
Seed, H.B.2
-
15
-
-
0348239766
-
-
Japan Society of Civil Engineers, Tokyo (in Japanese)
-
JSCE (1995). Investigations report of Hanshin earthquake. Japan Society of Civil Engineers, Tokyo (in Japanese).
-
(1995)
Investigations Report of Hanshin Earthquake
-
-
-
17
-
-
0346979026
-
-
Waterway Experiment Station, US Army Corps of Engineers, Vicksburg, MS, Technical Report REMR-GT-120
-
Leshchinsky, D. (1995). Design procedure for geosynthetic reinforced steep slopes. Waterway Experiment Station, US Army Corps of Engineers, Vicksburg, MS, Technical Report REMR-GT-120.
-
(1995)
Design Procedure for Geosynthetic Reinforced Steep Slopes
-
-
Leshchinsky, D.1
-
18
-
-
0030918651
-
ReSlope
-
Industrial Fabrics Association International
-
Leshchinsky, D. (1997). ReSlope. Geotechnical Fabric Report, Industrial Fabrics Association International, 15, No. 1, 40-46.
-
(1997)
Geotechnical Fabric Report
, vol.15
, Issue.1
, pp. 40-46
-
-
Leshchinsky, D.1
-
19
-
-
0001477439
-
Unified design approach to geosynthetic reinforced slopes and segmental walls
-
Leshchinsky, D., Ling, H. I. & Hanks, G. (1995). Unified design approach to geosynthetic reinforced slopes and segmental walls. Geosynthetics 2, No. 5, 845-881.
-
(1995)
Geosynthetics
, vol.2
, Issue.5
, pp. 845-881
-
-
Leshchinsky, D.1
Ling, H.I.2
Hanks, G.3
-
21
-
-
0005419512
-
Seismic performance of simple slopes
-
Ling, H. I. & Leshchinsky, D. (1995). Seismic performance of simple slopes. Soils Fdns 35, No. 2, 85-94.
-
(1995)
Soils Fdns
, vol.35
, Issue.2
, pp. 85-94
-
-
Ling, H.I.1
Leshchinsky, D.2
-
22
-
-
0004076122
-
A new concept of seismic design of geosynthetic-reinforced soils structures: Permanent displacement limit
-
eds H. Ochiai, N. Yasufuku & K. Omine. Rotterdam: Balkema
-
Ling, H. I., Leshchinsky, D. & Perry, E. B. (1996). A new concept of seismic design of geosynthetic-reinforced soils structures: permanent displacement limit. In Earth reinforcement (eds H. Ochiai, N. Yasufuku & K. Omine), pp. 797-802. Rotterdam: Balkema.
-
(1996)
Earth Reinforcement
, pp. 797-802
-
-
Ling, H.I.1
Leshchinsky, D.2
Perry, E.B.3
-
23
-
-
0031468596
-
Seismic design and performance of geosynthetic-reinforced soil structures
-
Ling, H. I., Leshchinsky, D. & Perry, E. B. (1997). Seismic design and performance of geosynthetic-reinforced soil structures. Géotechnique 47, No. 5, 933-952.
-
(1997)
Géotechnique
, vol.47
, Issue.5
, pp. 933-952
-
-
Ling, H.I.1
Leshchinsky, D.2
Perry, E.B.3
-
24
-
-
0009000477
-
Effects of vertical acceleration and theory of vibration
-
Mononobe, N. (1924). Effects of vertical acceleration and theory of vibration. Proc. Japan. Soc. Civ. Engrs 10, No. 5, 1063-1094.
-
(1924)
Proc. Japan. Soc. Civ. Engrs
, vol.10
, Issue.5
, pp. 1063-1094
-
-
Mononobe, N.1
-
25
-
-
84988611729
-
Effects of earthquakes on dams and embankments
-
Newmark, N. M. (1965). Effects of earthquakes on dams and embankments. Géotechnique 15, No. 2, 139-159.
-
(1965)
Géotechnique
, vol.15
, Issue.2
, pp. 139-159
-
-
Newmark, N.M.1
-
26
-
-
0001219887
-
General theory on earth pressure and seismic stability of retaining wall and dam
-
Okabe, S. (1924). General theory on earth pressure and seismic stability of retaining wall and dam. Proc. Japan. Soc. Civ. Engrs 10, No. 6, 1277-1324.
-
(1924)
Proc. Japan. Soc. Civ. Engrs
, vol.10
, Issue.6
, pp. 1277-1324
-
-
Okabe, S.1
-
27
-
-
0018454485
-
Seismic behavior of gravity retaining walls
-
Richards, R. J. & Elms, D. G. (1979). Seismic behavior of gravity retaining walls. J. Geotech. Engng, ASCE 105, No. 4, 449-464.
-
(1979)
J. Geotech. Engng, ASCE
, vol.105
, Issue.4
, pp. 449-464
-
-
Richards, R.J.1
Elms, D.G.2
-
28
-
-
0016470959
-
Seismic design of reinforced earth walls
-
Richardson, G. N. & Lee, K. L. (1975). Seismic design of reinforced earth walls. J. Geotech. Engng, ASCE 101, No. 2, 167-188.
-
(1975)
J. Geotech. Engng, ASCE
, vol.101
, Issue.2
, pp. 167-188
-
-
Richardson, G.N.1
Lee, K.L.2
-
30
-
-
0003466716
-
-
Earthquake Engineering Research Center, University of California, Berkeley, CA, Report EERC 72-12
-
Schnabel, P. B., Lysmer, J. & Seed, H. B. (1972). SHAKE - a computer program for earthquake response analysis of horizontally layered sites. Earthquake Engineering Research Center, University of California, Berkeley, CA, Report EERC 72-12.
-
(1972)
SHAKE - A Computer Program for Earthquake Response Analysis of Horizontally Layered Sites
-
-
Schnabel, P.B.1
Lysmer, J.2
Seed, H.B.3
-
31
-
-
0000533785
-
The seismic coefficient in earth dam design
-
Seed, H. B. & Martin, G. R. (1966). The seismic coefficient in earth dam design. J. Soil Mech. Fdns Div., ASCE 92, No. 3, 59-83.
-
(1966)
J. Soil Mech. Fdns Div., ASCE
, vol.92
, Issue.3
, pp. 59-83
-
-
Seed, H.B.1
Martin, G.R.2
-
33
-
-
0004031568
-
-
Earthquake Engineering Research Center, University of California at Berkeley, Report UCB/EERC-94/08
-
Stewart, J. P., Bray, J. D., Seed, R. B. & Sitar, N. (1994). Preliminary report on the principal geotechnical aspects of the January 17, 1994 Northridge earthquake. Earthquake Engineering Research Center, University of California at Berkeley, Report UCB/EERC-94/08.
-
(1994)
Preliminary Report on the Principal Geotechnical Aspects of the January 17, 1994 Northridge Earthquake
-
-
Stewart, J.P.1
Bray, J.D.2
Seed, R.B.3
Sitar, N.4
-
34
-
-
0002408958
-
Behavior of geogrid-reinforced soil retaining walls during the great Hanshin-Awaji earthquake
-
ed. K. Ishihara
-
Tatsuoka, F., Tateyama, M. & Koseki, J. (1995). Behavior of geogrid-reinforced soil retaining walls during the great Hanshin-Awaji earthquake. Proc. 1st Int. Symp. Earthq. Geotech. Engng (ed. K. Ishihara) 55-60.
-
(1995)
Proc. 1st Int. Symp. Earthq. Geotech. Engng
, pp. 55-60
-
-
Tatsuoka, F.1
Tateyama, M.2
Koseki, J.3
-
35
-
-
0029721143
-
Performance of soil retaining walls for railway embankments
-
Tatsuoka, F., Tateyama, M. & Koseki, J. (1996). Performance of soil retaining walls for railway embankments. Soils Fdns, Special Issue, 311-324.
-
(1996)
Soils Fdns
, Issue.SPEC. ISSUE
, pp. 311-324
-
-
Tatsuoka, F.1
Tateyama, M.2
Koseki, J.3
-
36
-
-
0342372158
-
-
University of Washington, Seattle, Report
-
White, D. & Holtz, R. D. (1995). Performance of geosynthetic-reinforced slopes and walls during the Northridge, California earthquake of January 17, 1994. University of Washington, Seattle, Report.
-
(1995)
Performance of Geosynthetic-reinforced Slopes and Walls during the Northridge, California Earthquake of January 17, 1994
-
-
White, D.1
Holtz, R.D.2
-
37
-
-
0346979021
-
Cited in Marcuson (1995): An example of professional modesty
-
Whitman, R. V. (1953). Cited in Marcuson (1995): an example of professional modesty. The Earth, Engrs Education, MIT 200-202.
-
(1953)
The Earth, Engrs Education, MIT
, pp. 200-202
-
-
Whitman, R.V.1
-
39
-
-
0018290252
-
The effect of vertical motion on the stability of reinforced earth walls
-
ASCE
-
Wolfe, W. E., Lee, K. L., Rea, D. & Yourman, A. M. (1978). The effect of vertical motion on the stability of reinforced earth walls. Proc. Symp. on Earth Reinforcement, ASCE, 856-879.
-
(1978)
Proc. Symp. on Earth Reinforcement
, pp. 856-879
-
-
Wolfe, W.E.1
Lee, K.L.2
Rea, D.3
Yourman, A.M.4
|