Effect of Toe Excavation on a Deep Bedrock Landslide-Reference-Cited by-同舟云学术

Effect of Toe Excavation on a Deep Bedrock Landslide

Published:2005-08 Issue:3 Volume:19 Page:244-255
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Stark Timothy D.¹²³⁴⁵,Arellano W. David¹²³⁴⁵,Hillman Ryan P.¹²³⁴⁵,Hughes Roger M.¹²³⁴⁵,Joyal Norman¹²³⁴⁵,Hillebrandt Don¹²³⁴⁵

Affiliation:

1. Professor, Dept. of Civil Engineering, Univ. of Illinois, 205 N. Mathews Ave., Urbana, IL 61801 (corresponding author).

2. Research Assistant, Dept. of Civil Engineering, Univ. of Illinois, 205 N. Mathews Ave., Urbana, IL 61801.

3. Project Engineer, Golder Associates, Inc., 230 Commerce, Suite 200, Irvine, CA 92602.

4. Attorney at Law, Bell, Rosenberg, and Hughes, 1300 Clay St., Suite 1000, Oakland, CA 94612.

5. Vice President, DCM/Joyal Engineering, 484 N. Wiget Lane, Walnut Creek, CA 94598.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290887-3828%282005%2919%3A3%28244%29

Reference14 articles.

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2. Cassinelli D. (1985). “Renovation plan for Highway 24 from Caldecott Tunnel to I-680 in Walnut Creek.” Rep. Prepared for California Division of Highways Calif.

3. Duncan J. M. and Stark T. D. (1992). “Soil strengths from back-analysis of slope failures ” Proc. Specialty Conf. Stability and Performance of Slopes and Embankments—II ASCE Berkeley Calif. Geotechnical Special Publication No. 31 Vol. 1 890–904.

4. GeoFocus Geotechnical Engineers. (1997). “Test results on Olive Grey (Fat) clay from 1085 Via Media Lafayette California.” Rep. Prepared for Paul Seidelman Associates Inc. Pleasant Hill Calif.

5. Hallenbeck J. J. (1995). “Geotechnical investigation and repair recommendations for distressed southwest corner of residence 1085 Via Media Lafayette California.” Prepared by Hallenbeck & Associates .

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