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1
Performance of structures during the Loma Prieta ... - Сторінка 3-3
It is therefore much denser than the new Bay Mud. The old Bay Mud, wherever it occurs, comprises the lowest layer of alluvium and rests on bedrock. Granular deposits, also identified as "Merritt Sands" (Radbruch, 1957) sometimes form an ...
2
The Loma Prieta, California, Earthquake of October 17, ...
Page Abstract W5 Introductioi 75 Evaluation of K" 76 K0 testing of Holocene bay mud ---------___----_-_-_----__ 76 Oedometer tests 78 Resonant-column/torsional-shear apparatus ______ 73 Testing procedure: 79 Test result 80 Determination ...
3
Evaluation of Strength Degradation in Seismic Loading of ...
If the test data on bay mud with sand and bay mud underneath the seawall are eliminated, a significantly more uniform strength profile is obtained; for example, approximately 65% of the data falls within +20% of the average value if the full ...
4
Physical Modelling in Geotechnics, Two Volume Set: ... - Сторінка 160
2.2 San Francisco Bay Mud San Francisco Bay Mud is prevalent and it plays a role in many major geotechnical engineering projects in or around to the San Francisco Bay. This material is known to possess significant sensitivity in the field, ...
Sarah Springman, Jan Laue, Linda Seward,
2010
5
Studies for seismic zonation of the San Francisco Bay ... - Сторінка A-71
Clean granular layers are rather common, however, in the Holocene alluvium and the late Pleistocene alluvium beneath the bay mud. The surficial deposits in zone 2 are Holocene alluvium (less than 10,000 years old) overlying late ...
R. D. Borcherdt, Geological Survey (U.S.), United States. Dept. of Housing and Urban Development. Office of Policy Development and Research,
1975
6
Flatland deposits of the San Francisco Bay region, ... - Сторінка 50
The lateral variability in the underlying mud results in differential settlement, which may damage the engineered structure. built on randomly placed fill, consisting principally of rubbish, overlying Holocene bay mud. Settlement problems also ...
7
Seismic Safety and Land-use Planning--selected Examples ...
The predicted amplifications are large enough to suggest that ground shaking for frequencies below 1.5 hertz may be stronger at the sites underlain by bay mud and alluvium than at sites underlain by bedrock much closer to the fault.
M. L. Blair, W. E. Spangle,
1979
8
Proceedings of the Federal Inter-Agency Sedimentation ...
This total was approximated through a series of borings from which contours of the bottom of the Bay mud lying on firm clay or sand were established. The contours for the top of the Bay mud were then obtained from the most recent soundings ...
United States. Army. Corps of Engineers. Subcommittee on Sedimentation,
1963
9
1906 San Francisco Earthquake Centennial Field Guides: ...
Cross section prepared from a core transect at Location 4 of Stop 5 showing the peat, bay mud deposits, and the paleosol overlying the projected trace of the Hayward fault (from Borchardt, 1988a). Figure 32. Active landslide along the ...
10
Design and Construction of Bridge Approaches - Сторінка 38
Then the area between the dike and the existing roadway for the old bridge was dewatered, and reinforcing fabric was placed on top of the bay mud in the dewatered area. Uncompacted sawdust fill was placed over the fabric to reduce the ...