Development of Dissipation Model of Excess Pore Pressure in Liquefied Sandy Ground-Reference-Cited by-同舟云学术

Development of Dissipation Model of Excess Pore Pressure in Liquefied Sandy Ground

Published:2009-04 Issue:4 Volume:135 Page:544-554
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Kim Sung-Ryul¹²³⁴,Hwang Jae-Ik¹²³⁴,Ko Hon-Yim¹²³⁴,Kim Myoung-Mo¹²³⁴

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Dong-A Univ., Hadan2-dong, Saha-gu, Busan 604-714, Korea.

2. Senior Engineer, Samsung Engineering and Construction, Samsung Plaza Bldg. 263, Seohyun-Dong, Bundang-Gu Sungnam-si, Gyonggi-do 463-721, Korea.

3. Professor, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Colorado, Boulder, CO 80309.

4. Professor, School of Civil, Urban, and Geosystem Engineering, Seoul National Univ., San 56-1, Shinlim-dong, Gwanak-gu, Seoul 151-742, Korea.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282009%29135%3A4%28544%29

Reference14 articles.

1. Burmister D. M. (1962). “Physical stress-strain and strength response of granular soils.” Proc. Symp. on Field Testing of Soils STP 322 ASTM 67–97.

2. A Substitute Pore Fluid for Seismic Centrifuge Modeling

3. Earth Technology Corporation (TETC). (1992). “VELACS laboratory testing program ” Soil Data Rep. Technical Rep.

4. Liquefaction Mechanism for Layered Soils

5. Florin V. A. and Ivanov P. L. (1961). “Liquefaction of saturated sandy soils.” Proc. 5th Int. Conf. on Soil Mechanics and Foundation Engineering 107–111.

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