Buttermilk Creek Bank Stabilization: Retaining Wall Design and Construction-Reference-Cited by-同舟云学术

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Buttermilk Creek Bank Stabilization: Retaining Wall Design and Construction

Published:2018-06-06 Issue: Volume: Page:
ISSN:
Container-title:IFCEE 2018
language:
Short-container-title:

Author:

Brown Andrew C.¹²³,Gross Beth A.¹²³,Christman Marty¹²³

Affiliation:

1. Lecturer, Dept. of Civil, Architectural, and Environmental Engineering, Cockrell School of Engineering, Univ. of Texas at Austin, 301 East Dean Keeton St., Mail Stop C1792, Austin, TX 78712; formerly, Geosyntec Consultants, Austin, TX 78757.

2. Senior Principal, Geosyntec Consultants, 8217 Shoal Creek Blvd. #200, Austin, TX 78757.

3. Senior Engineer, Geosyntec Consultants, 8217 Shoal Creek Blvd. #200, Austin, TX 78757.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784481622.024

Reference22 articles.

1. Limestone Foundation Material 0 (0) 48 138 (21.7) Laboratory data (Core tests & RQD); Hoek-Brown failure criterion (Hoek et al. 2002 Hoek et al. 2013)

2. Alluvial Soil 0 (0) 28 130 (20.4) Laboratory data (Direct shear and Atterberg limits); Wright (2005)

3. Gravel Backfill 0 (0) 39 130 (20.4) NAVFAC (1986); AASHTO (2012)

4. Global Stability Calculations; Lateral Load Response of Foundation Rock

5. Limestone Foundation Material 1 325 (63.4) 48 138 (21.7) Laboratory data (Core tests & RQD); Hoek-Brown failure criterion (Hoek et al. 2002 Hoek et al. 2013)

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