Simplified Method for Consolidation Rate of Stone Column Reinforced Foundations-Reference-Cited by-同舟云学术

Simplified Method for Consolidation Rate of Stone Column Reinforced Foundations

Published:2001-07 Issue:7 Volume:127 Page:597-603
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Han Jie¹²³,Ye Shu-Lin¹²³

Affiliation:

1. Member, ASCE

2. Mgr. of Technol. Devel., Tensar Earth Technologies, Inc., 5883 Glenridge Dr., Ste. 200, Atlanta, GA 30328.

3. Prof., Dept. of Geotech. Engrg., Tongji University, 1239 Siping Rd., Shanghai 200092, People's Republic of China.

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%282001%29127%3A7%28597%29

Reference13 articles.

1. Aboshi H. Ichimoto E. Enoki M. and Harada K. ( 1979). “The compozer—a method to improve characteristics of soft clays by inclusion of large diameter sand columns.” Proc. Int. Conf. on Soil Reinforcement E.N.P.C. 1 Paris 211–216.

2. Balaam N. P. and Booker J. R. ( 1981). “Analysis of rigid rafts supported by granular piles.” Int. J. Numer. and Analytical Methods in Geomech. 5 379–403.

3. Barksdale R. D. and Bachus R. C. ( 1983). “Design and construction of stone columns ” Federal Highway Administration RD-83/026.

4. Barron R. A. ( 1947). “Consolidation of fine-grained soils by drain wells.” Proc. ASCE 73(6) 811–835.

5. Carillo N. ( 1942). “Simple two and three dimensional cases in the theory of consolidation of soils.” J. Math. Phys. 21(1) 1–5.

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