Evaluation of earthquake-induced settlement in dry sand layers

Electronic Journal of Geotechnical Engineering

Volumn 14 M, Issue , 2009, Pages

  Chen, Yie Ruey ^a   Hsieh, Shun Chieh ^a   Chen, Jing Wen ^b   Lee, Chao Ying ^c  

^a CHANG JUNG CHRISTIAN UNIVERSITY   (Taiwan)

^b NATIONAL CHENG KUNG UNIVERSITY   (Taiwan)

^c CTCI CORPORATION   (Taiwan)

Author keywords

Dry sands; Earthquake; Settlement

Indexed keywords

CENTRIFUGAL MODEL TESTS; CYCLIC SHEAR STRESS; DRY SAND; DRY SANDS; EARTHQUAKE SHAKING; RELATIVE DENSITY; SETTLEMENT;

CENTRIFUGATION; EARTHQUAKES;

SAND;

CENTRIFUGAL MODEL TEST; DRY DENSITY; EARTHQUAKE ENGINEERING; SAND; SHEAR STRESS; SOIL MECHANICS;

EID: 70349793420     PISSN: None     EISSN: 10893032     Source Type: Journal    
DOI: None     Document Type: Article

References (16)

1. Arulmoli K., K. K. Muraleetharan, M. M. Hossain and L. S. Fruth (1992) "VELACS Laboratory Testing Program," data report to USA National Science Foundation, The Earth Technology Corporation.
2. Chang, G. S. (1990) "Centrifugal and Numerical Modeling of Soil-Pile-Structure Interaction during Earthquake Loading," Ph.D. Dissertation, University of California, Davis.
3. Chen, Y. R. (1995) "Behavior of a Fine Sand in Triaxial, Torsional and Rotational Shear Tests," PhD Dissertation, U. of California, Davis.
4. Iwasaki, T, F. Totsuoka and Y. Takagi (1978) "Shear Moduli of Sands under Cyclic Torsional Shear Loading," Soils and Foundations, 18(1), 39-56.
5. Idriss, I. M. (1991) Class Notes for Geotechnical Earthquake Engineering, Dept. of Civil Engineering, U. of California, Davis.
6. Krahn, J. (2004) "Dynamic Modeling with QUAKE/W," Canada: GEO-SLOPE International Ltd.
7. Kramer, S. L. (1996) Geotechnical Earthquake Engineering, Upper Saddle River, N.J.: Prentice Hall.
8. Kutter, B. L., Y. R. Chen and C. K. Shen (1994) "Triaxial and Torsional Shear Test Results for Sand," Contract Report to USA Naval Civil Engineering Laboratory, Report No. CR94.003-SHR, Port Hueneme, CA.
9. Pradel, D. (1998) "Procedure to Evaluate Earthquake-Induced Settlements in Dry Soils," Journal of Geotechnical Engineering, ACSE, 124(4), 364-368.
10. Pyke, R., H. B. Seed, and C. K. Chan (1975) "Settlement of Sands under Multidirectional Shaking," Journal of the Geotechnical Engineering Division, 101(GT4), 379-398.
11. Tokimatsu, K. and H.,B. Seed (1987) "Evalqation of Settlements in Sands due to Earthquake Shaking," Journal of Geotechnical Engineering, 113(8), 861-878.
12. Seed, H. B. and I. M. Idriss (1970) "Soil Moduli and Damping Factors for Dynamic Response Analysis," Report No. EERC 70-10, Earthquake Engrg. Res. Ctr., Univ. of California, Berkeley.
13. Seed, H. B. and I. M. Idriss (1971) "Simplified Procedure for Evaluating Soil Liquefaction Potential," J. Geotech. Engrg. Div, ASCE, 97(9), 1249-1274.
14. Seed, H. B. and A L. Silver (1972) "Settlement of Dry Sands during Earthquakes," J. of the Soil Mechanics and Foundations Div, ASCE, 98(SM4), 381-397.
15. Silver, M. L. and H. B. Seed (1971) "Deformation Characteristics of Sands under Cyclic Loading," J. of the Soil Mechanics and Foundations Div, ASCE, 97(SM8), 1081-1098.
16. Youd, T. L. and I. M. Idriss (2001) "Liquefaction resistance of soils: summary report form the 1996 NCEER and 1998 NCEER/NSF workshop on evaluation of liquefaction resistance of soils," Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 127(4), 297-312.