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This software is licensed to: Carl Kim <br />Cfr name: Cfr-1 <br />CPT basic interpretation plots (normalized) <br />Norm. cone resistance Norm. friction ratio Nom. pore pressure ratio SBTn Plot Norm. Soil Behaviour Type <br />5-:#Ill- - HAND AUGE Z 5- al| HAND AUGER 5- lil*N¥ HAND AUGER 10--7 <br />HAND AUGE 2 <br />2 10- < <br />15- L==* <br />20- <br />30- <br />35- <br />40- <br />,-. 45- <br />10- <br />15- <br />20- <br />25- <br />30- <br />35- <br />40- <br />5- <br />S# & sil <br />4 15- <br />n 45- - <br />'U <br />75- . <br />80-85- 6 <br />90- C=- <br />95- - <br />100 i , i , i , 1 <br />0 50 100 150 200 <br />Qtn <br />Input parameters and analysis data <br />Analysis method:NCEER (1998)Depth to water table (erthq.) <br />Fines correcbon method:NCEER (1998)Average results interval: <br />Points to test:Based on Ic value Ic cut-off value: <br />Earthquake magnitude Mw:6.70 Unit weight calculation: <br />Peak ground acceleration:0.38 Use fill: <br />Depth to water table (insitu): 30.00 ft Fill height: <br />55- <br />60- <br />£ <br />65- <br />15-*: <br />tysand <br />20- <br />aay&siltyday250 $ Clay <br />aay30-if * SINsend&sen*silt <br />aa¥&'Ityds¥ <br />35-tf aay <br />Clay&sillyday <br />Clay&siliydaygs· <br />40-76 aay <br />aa,&siliyday <br />45-R-aay <br />- 45- c j Clay&silb,day <br />50- 4 Sltysend &sal*silt <br />9,11&*send <br />55- * <br />aay <br />60-Clay&siltyday <br />Sltyserd&sari*silt <br />aay <br />Clay&sillyda¥ <br />Slt,slrd&sen*silt <br />aay,&sitiydaw <br />aa&siltyday <br />Gay&siltyday <br />Sltysand&sa*silt <br />aay <br />Clay&sil,div <br />Sltysand&se·*silt <br />go- h-Clay&siltyday <br />aay <br />95- w Sad&*send <br />Clay&siltyday <br />4 94&siltysall <br />1007' Y ,i '9't/g'dis.94* 1 1 <br />.2 0 0.2 0.4 0.6 0.8 1 1 : 8 10 12 14 16 18 <br />Bq Ic (Robertson 1990)SBTn (Robertson 1990) <br />15.00 ft Fill weight:100.00 lb/fe <br />3 Transition detect. applied:Yes SBTn legend <br />2.60 Kc applied: No 1. Sensitive fine grained 4, Clayey silt to silty 7. Gravely sand to sand <br />Based on SBT Clay like behavior applied:Sands only 2. Organic material 5. Silty sand to sandy silt 8. Very stiff sand toYesLimit depth applied:Yes <br />3.00 ft Limit depth:50.00 ft 3. Clay to silty clay 6. Clean sand to silty sand Il 9. Very stiff fine grained <br />10- <br />15- <br />20- <br />25- <br />30- <br />35- <br />40- <br />20 <br />25 <br />50-£ 50- <br />55-ay 55- <br />65-65- <br />70-70- <br />75-75- <br />80-80- <br />85-85- <br />90-90- <br />95-95- <br />00 <br />f <br />100 <br />0 2 4 6 8 10 -0 <br />Fr (%) <br />(U) 41('aa <br />60- <br />75- <br />80- 1. <br />85- - : <br />40- <br />- 45-| <br />i 65 <br />lit-it <br />1111111 <br />2 3 4 0 2 4 € <br />CLiq v. 1.5.1.16 - CFT Liquefadion Assessment Software - Report created on: 11/2/2011, 1:24:17 PM 3 <br />Project file: P:\Leighton Consulting\603000\603284.001 Orangewood\Analyses\orangewood_cpt.clq