Soil Plugging and Relaxation in Pipe Pile during Earthquake Motion

Author:

Choi Yongkyu,O'Neill Michael W.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference9 articles.

1. The Scale Effect in the Transposition of the Results of Deep-sounding Tests on the Ultimate Bearing Capacity of Piles and Caisson Foundations

2. Kishida H. and Isemoto N. (1977). “Behavior of sand plugs in open-ended steel pipe piles.” Proc. 9th ICSMFE Int. Soc. for Soil Mech. and Found. Engrg. Vol. 1 601–604.

3. Klos J. and Tejchman A. (1977). “Analysis of behavior of tubular piles in subsoil.” Proc. 9th ICSMFE Int. Soc. for Soil Mech. and Found. Engrg. Vol. 1 605–608.

4. Klos J. and Tejchman A. (1981). “Bearing capacity calculation for pipe piles.” Proc. 10th ICSMFE Int. Soc. for Soil Mech. and Found. Engrg. Vol. 2 151–153.

5. Load Transfer for Pipe Piles in Highly Pressured Dense Sand

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