Subsidence of building foundation resting upon liquefied subsoii case studies and assessment

Soils and Foundations

Volumn 41, Issue 6, 2001, Pages 111-128

  Acacio, Alexis A ^a   Kobayashi, Yoshikazu ^b   Towhata, Ikuo ^c   Bautista, R T ^d   Ishihara, Kenji ^e  

^a UNIVERSITY OF THE PHILIPPINES   (Philippines)

^b NIHON UNIVERSITY   (Japan)

^c UNIVERSITY OF TOKYO   (Japan)

^d Tokyo Science University ^*

^e TOKYO UNIVERSITY OF SCIENCE   (Japan)

Author keywords

Analysis; Earthquake damage; Liquefaction; Model test; Shallow foundation; Subsidence (IGC: E8 H1)

Indexed keywords

EID: 19844372173     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.41.6_111     Document Type: Article

References (24)

1. Acacio, A. A. (1997): Risk assessment of structures with shallow foundations resting on liquefied deposits, Doctoral Thesis, the Univ. of Tokyo.
2. Adachi, T., Iwai, S., Yasui, M. and Sato, Y. (1992): Settlement and inclination of reinforced concrete buildings in Dagupan City due to liquefaction during 1990 Philippine earthquake, Proc. 10th World Conf. Earthquake Engrg., Madrid, 2, 147-152.
3. Bautista, R. T. (1992): A study of some building foundations in Dagupan City as affected by the 1990 Luzon earthquake using database management, Master Thesis, Unive. of the Philippines.
4. Hirai, Y., Kakurai, M., Maruoka, M., Yamashita, K., Aoki, M. and Fukuyama, K. (1995): An investigation of damage to building foundation in Kobe Port Island during the Hyogoken-Nambu earthquake of 1995, Summaries of Technical Papers on Annual Meeting, Architectural Institute of Japan, B-1, 1143-1144 (in Japanese).
5. Inada, M. (1960): Interpretation of Swedish penetration tests, Monthly Magazine of Japanese Society of SMFE, 8 (1), 13-18 (in Japanese).
6. Ishihara, K. (1985): Stability of natural deposits during earthquakes, Theme Lecture at 11th ICSMFE, San Francisco, 1, 321-376.
7. Ishihara, K., Acacio, A. A., and Towhata, I. (1993): Liquefaction-induced ground damage in Dagupan city in the July 16, 1990 Luzon earthquake, Soils and Foundations, 33 (1), 133-154.
8. Ishihara, K. and Yoshimine, M. (1992): Evaluation of settlement in sand deposits following liquefaction during earthquakes, Soils and Foundations, 32 (1), 173-188.
9. Japanese Geotechnical Society (1999): Air Photographs of the Niigata City Immediately after the Earthquake in 1964, ISBN4-88644-054-1.
10. Kato, S., Ishihara, K. and Towhata, I. (2000): Undrained shear characteristics of saturated sand under anisotropic consolidation, Soils and Foundations, 41 (1), 1-11.
11. Kobayashi, Y., Towhata, I. and Acacio, A. A. (1999): Analysis on liquefaction-induced subsidence of shallow foundation, Proc. Seventh U.S.-Japan Workshop on Liquefaction, Large Ground Deformation and Their Effects on Lifelines, Seattle.
12. Liu, L. and Dobry, R. (1997): Seismic response of shallow foundation on liquefiable sand, J. of Geotech. and Geoenvironmental Engrg., ASCE, 123 (6), 557-567.
13. Rollins, K. M. and Seed, H. B. (1990): Influence of buildings on potential liquefaction damage, J. of Geotech. Engrg., ASCE, 116 (2), 165-185.
14. Sasaki, Y., Towhata, I., Tokida, K., Yamada, K., Matsumoto, H., Tamari, Y. and Saya, S. (1992): Mechanism of permanent displacement of ground caused by seismic liquefaction, Soils and Foundations, 32 (3), 79-96.
15. Tokimatsu, K., Kojima, H., Kuwayama, S. and Midorikawa, S. (1994): Liquefaction-induced damages to buildings in 1990 Luzon earthquake, J. of Geotech. Engrg., ASCE, 120 (2), 290-307.
16. Tokimatsu, K., Mizuno, H. and Kakurai, M. (1996): Building damage associated with geotechnical problems, Soils and Foundations, Special Issue on Geotechnical Aspects of the 1995 Hyogoken Nambu Earthquake, (1), 219-234.
17. Towhata, I., Sasaki, Y., Tokida, K., Matsumoto, H., Tamari, Y. and Yamada, K. (1992): Prediction of permanent displacement of liquefied ground by means of minimum energy principle, Soils and Foundations, 32 (3), 97-116.
18. Towhata, I., Orense, R. P. and Toyota, H. (1999a): Mathematical principles in prediction of lateral ground displacement induced by seismic liquefaction, Soils and Foundations, 39 (2), 1-19.
19. Towhata, I., Vargas-Monge, W., Orense, R. P. and Yao, M. (1999b): Shaking table tests on subgrade reaction of pipe embedded in sandy liquefied subsoil, Soil Dynamics and Earthquake Engrg. J., 18 (5), 347-361.
20. Wakamatsu, K., Yoshida, N., Tazou, T. and Hamada, M. (1991): Liquefaction in Lingayen gulf region during 1990 Luzon earth-quake and effects of soil conditions, Proc. 21st JSCE Earthq. Eng. Symp., 1-4 (in Japanese).
21. Yasuda, S., Yoshida, N., Kiku, H., Adachi, K. and Gose, S. (1999): A simplified method to evaluate liquefaction-induced deformation, Proc. 2nd Int. Conf. Earthquake Geotech. Engrg. (ed. by Sêco-e-Pinto), 2, 555-560.
22. Yoshimi, Y. and Tokimatsu, K. (1977): Settlement of buildings on saturated sand during earthquakes, Soils and Foundations, 17 (1), 23-38.
23. Yoshimi, Y. (1991): A case history of a building that resisted liquefaction-induced lateral ground movement, Proc. 9th Asian Regional Conference on SMFE, 2, 493-495.
24. Youd, T. L. and Garris, C. T. (1995): Liquefaction-induced ground-surface disruption, J. of Geotech. Engrg., ASCE, 121 (11), 805-809.