43960 4:30 PM a elearn.isu.edu .11 Cricket ? YOU ARE WORKING FOR LEHIGH ASSOCIATES ON A BUILDING…

43960 4:30 PM a elearn.isu.edu .11 Cricket? YOU ARE WORKING FOR LEHIGH ASSOCIATES ON A BUILDING PROJECT IN PEORIA, ILLINOIS. YOU ARE RESPONSIBLE FOR THE DESIGN OF A MAJOR BUILDING FOUNDATION. CROSS- SECTION 60 KIPS W EAST FIGURHEL CONSOLIDAION STON PSOIL FT CK ..EL 525.5-7-124|LB/FT’ 12 SAND FT 10 LB/FT SCALE 4 FT 8.2% -| 39 506 LACIAL TILLw- Gs 2.7 FIG. 1 SOIL PROFILE BENEATH PROPOSED MAJOR BUILDING IN PEORIA,ILLINOIS CE 3332 BASIC GEOTECHNICS -2 PROJECTIIIA -SPRING 2019 NAME: SHOW ALL WORK ID: 1) THE FOLLOWING CONSOLIDATION TEST DATA WERE OBTAINED ON AN ELEVATION 512 FT. THE INCREMENT OF 2.5

»43960 4:30 PM a elearn.isu.edu .11 Cricket? YOU ARE WORKING FOR LEHIGH ASSOCIATES ON A BUILDING PROJECT IN PEORIA, ILLINOIS. YOU ARE RESPONSIBLE FOR THE DESIGN OF A MAJOR BUILDING FOUNDATION. CROSS- SECTION 60 KIPS W EAST FIGURHEL CONSOLIDAION STON PSOIL FT CK ..EL 525.5-7-124|LB/FT’ 12 SAND FT 10 LB/FT SCALE 4 FT 8.2% -| 39 506 LACIAL TILLw- Gs 2.7 FIG. 1 SOIL PROFILE BENEATH PROPOSED MAJOR BUILDING IN PEORIA,ILLINOIS CE 3332 BASIC GEOTECHNICS -2 PROJECTIIIA -SPRING 2019 NAME: SHOW ALL WORK ID: 1) THE FOLLOWING CONSOLIDATION TEST DATA WERE OBTAINED ON AN ELEVATION 512 FT. THE INCREMENT OF 2.5 KSF. THE AND POROUS STONES WERE UNDISTURBED SAMPLE OF THE CLAY TAKEN AT TEST WAS PERFORMED AT A PRESSURE INITIAL HEIGHT OF THE SAMPLE WAS 1.00 IN.

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