Airport Liquefaction Susceptibility Analysis Report - ABAG ...
Airport Liquefaction Susceptibility Analysis Report - ABAG ...
Airport Liquefaction Susceptibility Analysis Report - ABAG ...
You also want an ePaper? Increase the reach of your titles
YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.
79.221200 F03C Cross Section AA-AA'.ai Thursday, March 21 2013 10:31:52<br />
AA'<br />
West<br />
25<br />
0<br />
CPT FE00C029<br />
(52' north)<br />
CPT FE99C023<br />
(85' north)<br />
CPT FE00C030<br />
(85' north)<br />
CPT FE00C031<br />
(17' north)<br />
CPT FE00C032<br />
(58' north)<br />
Artificial fill<br />
CPT FE99C017<br />
(86' north)<br />
CPT FE00C034<br />
(58' north)<br />
CPT FE99C018<br />
(24' north)<br />
CPT FE99C019<br />
(24' north)<br />
CPT FE00C088<br />
(27' north)<br />
CPT FE00C092<br />
(36' north)<br />
AA'<br />
East<br />
25<br />
0<br />
Fugro Consultants, Inc.<br />
Project No. 04.79221200 <strong>ABAG</strong><br />
Elevation (feet, amsl)<br />
-25<br />
-50<br />
-75<br />
-100<br />
-125<br />
?<br />
?<br />
?<br />
?<br />
?<br />
Young bay mud<br />
Alluvium<br />
Old bay mud<br />
-25<br />
-50<br />
-75<br />
-100<br />
-125<br />
Elevation (feet, amsl)<br />
-150<br />
?<br />
Pleistocene alluvium<br />
?<br />
?<br />
?<br />
-150<br />
-175<br />
CPT data provided by Fugro Consultants, Inc. 25'<br />
-175<br />
Explanation<br />
0<br />
0 3000'<br />
FIGURE 3C<br />
Artificial fill: loose to medium dense poorly<br />
graded sand with silt, clay, and gravel<br />
Young bay mud: unconsolidated clay to silty<br />
clay<br />
Holocene alluvium: interbedded sand, silt,<br />
and clay<br />
?<br />
?<br />
Old bay mud: sandy clay to clayey sand<br />
Pleistocene alluvium: moderate dense clay, silt,<br />
and sand with gravel<br />
Coarse-grained lens, composed mainly of sand and gravel<br />
Vertical exaggeration = 120X<br />
Geologic Cross Section AA-AA', San Francisco International <strong>Airport</strong>, San Francisco, California