Bearing Capacity of Shallow Foundations: Rigid versus Flexible Models-Reference-Cited by-同舟云学术

Bearing Capacity of Shallow Foundations: Rigid versus Flexible Models

Published:1990-11 Issue:11 Volume:116 Page:1750-1756
ISSN:0733-9410
Container-title:Journal of Geotechnical Engineering
language:en
Short-container-title:J. Geotech. Engrg.

Author:

Leshchinsky Dov¹,Marcozzi Guy F.²

Affiliation:

1. Assoc. Prof., Dept. of Civ. Engrg., Univ. of Delaware, Newark, DE 19716

2. Proj. Mgr., Duffield Assoc., Inc., 5350 Limestone Rd., Wilmington, DE 19808

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9410%281990%29116%3A11%281750%29

Reference8 articles.

1. Das B. M. (1990). Principles of foundation engineering . 2nd Ed. PWS‐KENT Publishing Co. Boston Mass.

2. Bearing capacity of footings in plane strain;Ko H.‐Y.;J. Soil Mech. and Found. Div.,1973

3. Comparison of plane strain and triaxial tests on sand;Lee K. L.;J. Soil Mech. and Found. Div.,1970

4. In‐soil load elongation, tensile strength and interface friction of nonwoven geotextiles;Leshchinsky D.;Proc. Geosynthetics '87 Conf.,1987

5. Marcozzi G. F. (1988). “Bearing capacity of rigid and flexible foundations on dense sand: An experimental study ” thesis presented to the University of Delaware at Newark Del. in partial fulfillment of the requirements for the degree of Master of Science.

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