Evaluation of Settlements in Sands Due to Earthquake Shaking
Publication: Journal of Geotechnical Engineering
Volume 113, Issue 8
Abstract
Simplified methods of analysis are proposed for estimating probable settlements in either saturated or unsaturated sand deposits subjected to earthquake shaking. It is suggested that the primary factors controlling induced settlement are the cyclic stress ratio and maximum shear strain induced in saturated sands by the earthquake shaking and the cyclic strains induced in dry or partially saturated sands, together with the SPT N‐value of the sand and the magnitude of the earthquake. Charts are presented for estimating settlements using these parameters, and the results are shown to compare favorably with settlements observed at six sites for which good data on settlements have been observed.
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References
1.
Building Research Institute. (1965). “Niigata earthquake and damage to reinforced concrete buildings in Niigata City.” Report, Building Res. Inst., Ministry of Construction, 42, in Japanese.
2.
Iwasaki, T., Tatsuoka, F., and Takagi, Y. (1978). “Shear modulus of sands under cyclic torsional shear loading.” Soils and Found., 18(1), 39–50.
3.
Katayama, I., et al. (1984). “A study on sampling methods of sand.” Proc., 19th Ann. Mtg. JSSMFE, 1, Matsuyama, Japan, 65–66, in Japanese.
4.
Kovacs, W. D., et al. (1984). “Liquefaction potential and the international SPT.” Proc., 8th World Conf. Earthq. Engrg., 3, San Francisco, Calif., 263–268.
5.
Lee, K. L., and Albaisa, A. (1974). “Earthquake‐induced settlements in saturated sands.” J. Soil Mech. Found. Div., ASCE, 100(4), 387–400.
6.
Meyerhof, G. G. (1957). “Discussion.” Proc., 4th Int. Conf. Soil Mech. Found. Engrg., 3, 110.
7.
Mitchell, J. K. (1984). “Practical problems from surprising soil behavior.” Terzaghi Lecture, presented at ASCE Conf. held at San Francisco, Calif.
8.
Ohsaki, Y. (1970). “Effects of sand compaction on liquefaction during Tokachioki earthquake.” Soils and Found., 10(2), 112–128.
9.
Ohta, Y., and Goto, N. (1976). “Estimation of S‐wave velocity in terms of characteristic indices of soil.” Butsuri‐Tanko, 29(4), 34–41, in Japanese.
10.
Pyke, R., Seed, H. B., and Chan, C. K. (1975). “Settlement of sands under multidirectional shaking.” J. Geotech. Engrg. Div., ASCE, 101(4), 379–398.
11.
Seed, H. B. (1979). “Soil liquefaction and cyclic mobility evaluation for level ground during earthquakes.” J. Geotech. Engrg. Div., ASCE, 105(2), 201–255.
12.
Seed, H. B., and Idriss, I. M. (1970). “Soil moduli and damping factors for dynamic response analyses.” Report No. EERC 70‐10, Earthquake Engrg. Res. Ctr., Univ. of California, Berkeley, Calif.
13.
Seed, H. B., and Idriss, I. M. (1971). “Simplified procedure for evaluating soil liquefaction potential.” J. Soil Mech. Found. Div., ASCE, 97(9), 1249–1274.
14.
Seed, H. B., Idriss, I. M., and Arango, I. (1983). “Evaluation of liquefaction potential using field performance data.” J. Geotech. Engrg. Div., ASCE, 109(3), 458–482.
15.
Seed, H. B., and Silver, M. L. (1972). “Settlement of dry sands during earthquakes.” J. Soil Mech. Found. Div., ASCE, 98(4), 381–397.
16.
Seed, H. B., Tokimatsu, K., and Harder, L. (1984a). “The influence of SPT procedures in evaluating soil liquefaction resistance.” Report No. UCB/EERC‐84‐15, Earthquake Engrg. Res. Ctr., Univ. of California, Berkeley, Calif.
17.
Seed, H. B., et al. (1984b). “Moduli and damping factors for dynamic analyses of cohesionless soils.” Report No. UCB/EERC‐84/14, Earthquake Engrg. Res. Ctr., Univ. of California, Berkeley, Calif.
18.
Silver, M. L., and Seed, H. B. (1971). “Volume changes in sands during cyclic loading.” J. Soil Mech. Found. Div., ASCE, 97(9), 1171–1182.
19.
Tatsuoka, F., et al. (1978). “A method for estimating undrained cyclic strength of sandy soils using standard penetration resistances.” Soils and Found., 18(3), 43–58.
20.
Tatsuoka, F., Sasaki, T., and Yamada, S. (1984). “Settlement in saturated sand induced by cyclic undrained simple shear.” Proc., 8th World Conf. Earthq. Engrg., San Francisco, Calif., 95–102.
21.
Tohno, I., and Yasuda, S. (1981). “Liquefaction of the ground during the 1978 Miyagikenoki earthquake.” Soils and Found., 21(3), 18–34.
22.
Tokimatsu, K., and Yoshimi, Y. (1983). “Empirical correlation of soil liquefaction based on SPT N‐value and fines content.” Soils and Found., 23(4), 56–74.
23.
Tokimatsu, K., Yoshimi, Y. (1984). “Criteria of soil liquefaction with SPT and fines content.” Proc., 8th World Conf. on Earthq. Engrg., 3, San Francisco, Calif., 255–262.
24.
Yoshimi, Y., Kuwabara, F., and Tokimatsu, K. (1975). “One‐dimensional volume change characteristics of sands under very low confining stresses.” Soil and Found., 15(3), 51–60.
25.
Yoshimi, Y., et al. (1984). “Undrained cyclic shear strength of a dense Niigata sand.” Soils and Found., 24(2), 131–145.
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Copyright © 1987 ASCE.
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Published online: Aug 1, 1987
Published in print: Aug 1987
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