Design, Construction, and Performance of an 18-Meter Soil Nail Wall in Tucson, AZ-Reference-Cited by-同舟云学术

Design, Construction, and Performance of an 18-Meter Soil Nail Wall in Tucson, AZ

Published:2004-01-23 Issue: Volume: Page:
ISSN:
Container-title:GeoSupport 2004
language:
Short-container-title:

Author:

Nowatzki Edward¹²,Samtani Naresh¹²

Affiliation:

1. Principal Engineer, NCS Consultants, 640 W. Paseo Rio Grande, Tucson, AZ 85737

2. President, NCS Consultants, 640 W. Paseo Rio Grande, Tucson, AZ 85737

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/40713%282004%2965

Reference7 articles.

1. AGRA Earth and Environmental (1998) Geotechnical Engineering Report - River Road Widening and Realignment Project AEE Job No. 8-127-000-016 submitted to Pima County Dept. of Transportation Tucson AZ.

2. DeNatale J.S. (1998a) Prediction of Slope Deformation: The River Road Realignment Project Report prepared for Envirotech Southwest Tucson AZ.

3. DeNatale J.S. (1998b) Analysis of Slope Stability: The Altamira Section of River Road Report prepared for Envirotech Southwest Tucson AZ.

4. Desert Earth Engineering (1987) Geotechnical Engineering Slope Stability Analysis on 3 Subject Slopes Along the North Shoulder of River Road Between 1 st Avenue and Via Entrada Tucson Arizona a report submitted to Pima County Dept. of Transportation Tucson AZ.

5. Engineers International Inc. (1991) River Road: First to Campbell Slope Treatment Letter Report Pima County Project TR-87-049 County W.0.4BRVCS a report submitted to Rick Engineering Inc. Tucson AZ.

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