Does Lateral Stress Really Influence Settlement?-Reference-Cited by-同舟云学术

Does Lateral Stress Really Influence Settlement?

Published:2001-07 Issue:7 Volume:127 Page:623-626
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Handy Richard L.¹²

Affiliation:

1. Member, ASCE

2. Distinguished Professor Emeritus, Dept. of Civ. and Constr. Engrg., Iowa State Univ., Ames, IA 50011; home address: 1502 270th St., Madrid, IA 50156.

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%28623%29

Reference7 articles.

1. Handy R. L. Fox N. S. and Wissman K. J. ( 1999). “Short aggregate piers reinforce soils near tunnels.” Geo-engineering for underground facilities Geotech. Spec. Publ. No. 90 ASCE Reston Va. 1039–1047.

2. Handy R. L. Mings C. Retz D. and Eichner D. ( 1990). “Field experience with the K 0 stepped blade.” Transp. Res. Rec. 1278 Transportation Research Board Washington D.C. 125–134.

3. Lambe T. W. and Whitman R. V. ( 1969). Soil mechanics Wiley New York.

4. Lawton E. Fox N. S. and Handy R. L. ( 1994). “Control of settlement and uplift of structures using short aggregate piers.” In situ deep soil improvement Geotech. Spec. Publ. No. 45 New York ASCE 121–132.

5. “K 0-OCR relationships in soil.”;Mayne P. W.;J. Geotech. Engrg. Div.,1982

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