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Volumn 124, Issue 1, 1998, Pages 80-89

Ground settlement in simi valley following the northridge earthquake

Author keywords

[No Author keywords available]

Indexed keywords

DILATOMETERS; EARTHQUAKE EFFECTS; SILT; SOIL LIQUEFACTION;

EID: 0031895395     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(1998)124:1(80)     Document Type: Article
Times cited : (15)

References (23)
  • 2
    • 84889180865 scopus 로고
    • Further liquefaction evaluation, Vested Tentative Tract 4856, east of Rory Lane, city of Simi Valley, California
    • Sept. 28
    • Gorian and Associates, Inc., (1992a). "Further liquefaction evaluation, Vested Tentative Tract 4856, east of Rory Lane, city of Simi Valley, California." Work Order: 1808-1-14, Sept. 28.
    • (1992) Work Order: 1808-1-14
  • 3
    • 84889175112 scopus 로고
    • Further liquefaction evaluation, Vested Tentative Tract 4853, southwest corner of Los Angeles Avenue and Rory Lane, city of Simi Valley, California
    • Oct. 19
    • Gorian and Associates, Inc. (1992b). "Further liquefaction evaluation, Vested Tentative Tract 4853, southwest corner of Los Angeles Avenue and Rory Lane, city of Simi Valley, California." Work Order: 1808-1-14, Oct. 19.
    • (1992) Work Order: 1808-1-14
  • 4
    • 0019717679 scopus 로고
    • Soil classification using electric cone penetrometer
    • Session Sponsored by the Geotechnical Engrg. Div., ASCE Nat. Convention, St. Louis, Mo., Oct.
    • Douglas, B. J., and Olsen, R. S. (1981) "Soil classification using electric cone penetrometer." Proc., Cone Penetration Testing and Experience, Session Sponsored by the Geotechnical Engrg. Div., ASCE Nat. Convention, St. Louis, Mo., Oct., 209-227.
    • (1981) Proc., Cone Penetration Testing and Experience , pp. 209-227
    • Douglas, B.J.1    Olsen, R.S.2
  • 7
    • 0022180790 scopus 로고
    • Stability of natural deposits during earthquakes
    • San Francisco, Calif.
    • Ishihara, K. (1985). "Stability of natural deposits during earthquakes." Proc., 11th Int. Conf. on Soil Mech. and Found. Engrg., Vol. 1, San Francisco, Calif., 321-376.
    • (1985) Proc., 11th Int. Conf. on Soil Mech. and Found. Engrg. , vol.1 , pp. 321-376
    • Ishihara, K.1
  • 8
    • 0000915430 scopus 로고
    • Assessment of liquefaction potential by cone penetration resistance
    • BiTech Publishing
    • Mitchell, J. K., and Tseng, D. J. (1990). "Assessment of liquefaction potential by cone penetration resistance." Proc., H. B. Seed Memorial Symposium, BiTech Publishing, Vol. 2, 335-350.
    • (1990) Proc., H. B. Seed Memorial Symposium , vol.2 , pp. 335-350
    • Mitchell, J.K.1    Tseng, D.J.2
  • 9
    • 0001377610 scopus 로고
    • Liquefaction analysis using the cone penetration test (CPT)
    • San Francisco, Calif.
    • Olsen, R. S. (1984). "Liquefaction analysis using the cone penetration test (CPT)." Proc., Eighth World Conference on Earthquake Engineering, San Francisco, Calif., 247-254.
    • (1984) Proc., Eighth World Conference on Earthquake Engineering , pp. 247-254
    • Olsen, R.S.1
  • 10
    • 0024168291 scopus 로고
    • Using the CPT for dynamic site response characterization
    • Geotechnical Special Publication Number 2, J. Lawrence Von Thun, ed., ASCE, New York, N.Y.
    • Olsen, R. S. (1988). "Using the CPT for dynamic site response characterization." Proc., Earthquake Engrg. and Soil Dyn. II Conf., Geotechnical Special Publication Number 2, J. Lawrence Von Thun, ed., ASCE, New York, N.Y., 374-388.
    • (1988) Proc., Earthquake Engrg. and Soil Dyn. II Conf. , pp. 374-388
    • Olsen, R.S.1
  • 11
    • 0008500878 scopus 로고
    • Normalization and prediction of geotechnical properties using the cone penetrometer test (CPT)
    • U.S. Army Waterways Experiment Station
    • Olsen, R. S. (1994). "Normalization and prediction of geotechnical properties using the cone penetrometer test (CPT)." U.S. Army Waterways Experiment Station, Tech. Rep. GL-94-29.
    • (1994) Tech. Rep. GL-94-29
    • Olsen, R.S.1
  • 13
    • 0022266948 scopus 로고
    • Liquefaction potential of sands using the CPT
    • ASCE
    • Robertson, P. K., and Campanella, R. G. (1985). "Liquefaction potential of sands using the CPT." J. Geotech. Engrg., ASCE, 111(3), 384-403.
    • (1985) J. Geotech. Engrg. , vol.111 , Issue.3 , pp. 384-403
    • Robertson, P.K.1    Campanella, R.G.2
  • 16
    • 0022565813 scopus 로고
    • Use of SPT and CPT tests for evaluating the liquefaction resistance of sands
    • Seed, H. B., and DeAlba, P. (1986). "Use of SPT and CPT tests for evaluating the liquefaction resistance of sands." ASCE Spec. Geotech Pub. No. 6, 281-301.
    • (1986) ASCE Spec. Geotech Pub. No. 6 , pp. 281-301
    • Seed, H.B.1    Dealba, P.2
  • 17
    • 0001407197 scopus 로고
    • SPT-based analysis of cyclic pore pressure generation and undrained residual strength
    • BiTech Publishing
    • Seed, H. B., and Harder, L. F., Jr. (1990). "SPT-based analysis of cyclic pore pressure generation and undrained residual strength." Proc., H. B. Seed Memorial Symposium, BiTech Publishing, Vol. 2, 351-376.
    • (1990) Proc., H. B. Seed Memorial Symposium , vol.2 , pp. 351-376
    • Seed, H.B.1    Harder Jr., L.F.2
  • 19
    • 0020971588 scopus 로고
    • Evaluation of lique-faction potential using field performance data
    • ASCE
    • Seed, H. B., Idriss, I. M., and Arango, I. (1983). "Evaluation of lique-faction potential using field performance data." J. Geotech. Engrg., ASCE, 109(3), 438-452.
    • (1983) J. Geotech. Engrg. , vol.109 , Issue.3 , pp. 438-452
    • Seed, H.B.1    Idriss, I.M.2    Arango, I.3
  • 20
    • 0022360088 scopus 로고
    • Influence of SPT procedures in soil liquefaction resistance evaluations
    • ASCE
    • Seed, H. B., Tokimatsu, K., Harder, L. F., and Chung, R. (1985). "Influence of SPT procedures in soil liquefaction resistance evaluations." J. Geotech. Engrg., ASCE, 111(12), 861-878.
    • (1985) J. Geotech. Engrg. , vol.111 , Issue.12 , pp. 861-878
    • Seed, H.B.1    Tokimatsu, K.2    Harder, L.F.3    Chung, R.4
  • 21
    • 0000627617 scopus 로고
    • Volume changes in sands during cyclic loading
    • ASCE
    • Silver, M. L., and Seed, H. B. (1971). "Volume changes in sands during cyclic loading." J. Soil Mech. and Found. Div., ASCE, 97(SM9), 1171-1183.
    • (1971) J. Soil Mech. and Found. Div. , vol.97 , Issue.SM9 , pp. 1171-1183
    • Silver, M.L.1    Seed, H.B.2
  • 22
    • 0029477057 scopus 로고
    • Liquefaction resistance using CPT and field case histories
    • ASCE
    • Stark, T. D., and Olson, S. M. (1995). "Liquefaction resistance using CPT and field case histories." J. Geotech. Engrg., ASCE, 121(12), 856-869.
    • (1995) J. Geotech. Engrg. , vol.121 , Issue.12 , pp. 856-869
    • Stark, T.D.1    Olson, S.M.2
  • 23
    • 0023399723 scopus 로고
    • Evaluation of settlements in sands due to earthquake shaking
    • ASCE
    • Tokimatsu, K., and Seed, H. B. (1987). "Evaluation of settlements in sands due to earthquake shaking." J. Geotech. Engrg., ASCE, 113(8), 861-878.
    • (1987) J. Geotech. Engrg. , vol.113 , Issue.8 , pp. 861-878
    • Tokimatsu, K.1    Seed, H.B.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.