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Stability Analysis at Alum Rock Ave. Entrance

Prepared for: City of San Jose, Department of Public Works

Prepared by: Kleinfelder Inc.

 

 

Site Vicinity Map
Alum Rock Landslide Section B-B
Local Geology
Fault Map
Photo Interpretation of Landslides
Slope Stability Analysis Using XSTABL
Slope Stability Analysis Alum Rock Avenue
Slope Stability Analysis Buttress Fill Recommendations
Finite Difference Grid & BC's
Total Vertical Stress Contours
Displacement Vectors (GWT=30ft)
X-Displacement Contours (GWT=30ft)
Displacement Vectors (GWT=20ft)
X-Displacement Contours (GWT=20ft)
Vertical Pier & Tieback Structure
Displacement Vectors Vertical Pier
X-Displacement Contours Vertical Piers
Y-Displacement Contours Vertical Piers
Displacement Vectors 5 Degree Batter
Displacement for 5 Degree Batter Case
X-Displacement Controus 5 Degree Batter
Y-Displacement Controus 5 Degree Batter
Displacement Vectors 20 Degree Batter
Displacement for 20 Degree Batter Case
X-Displacement Contours 20 Degree Batter
Y-Displacement Controus 20 Degree Batter
Mechanically Stabilized Earth
A-Frame Pier and Anchor
Deep Drainage Gallery
Monthly Rainfall Data from Mount Hamilton

 

 

Public Works Department
801 North First St. Room 320
San José, CA 95110
tel. (408) 277-4333 / fax (408) 277-3156

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