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CPT name: Cfr-1This software is licensed to: Carl Kim <br />Check for strength loss plots (Olsen & Stark (2002)) <br />Norm. cone resistance Grain char. factor Corrected norm. cone resistanct SBTn Index Liquefied Su/Sig'v <br />5-HAND AUGE:1 5-HAND AUGER 5-5--- ....--MAND..AUGit <br />10-10- <br />15-15- <br />10- <br />15- <br />20- <br />25- <br />10- <br />15- <br />20- <br />25- <br />30-1.30- <br />35- <br />20- ,i-Mn.- <br />1» <br />25- <br />30-30- <br />35- <br />40- <br />35- * <br />40--*40-40-4... /.='PI <br />- 45- 45- ,- 45-45- 1 <br />41 <br />I.50-£ 50-£ 50- <br />55-55- <br />60-60- <br />65-65 <br />70-70- <br />75-75- <br />50- <br />60- <br />65- <br />55- <br />60- <br />65-7EE=WIF <br />70- <br />75- <br />r80 80- 80- 80 <br />85-tzz 85- <br />90- <br />95-95- <br />100 100 <br />50 100 150 200 250 <br />Qtn <br />85-85- ·· -'. ...V......10..t.... <br />2===== <br />90-90-'*00%0*m#% <br />)123 <br />10- <br />15- <br />20- <br />25- <br />30- <br />35- <br />40- <br />45- <br />6 50- <br /> 55-8 <br />60- <br />65- <br />70- <br />75- <br />80- <br />85- <br />90- <br />95- <br />100 I .I • I'l <br />50 150 200 1 2 3 4 <br />95-95- -Peak Su rat:o <br />Il,I.Ill,I ll, 100 I 100 <br />45678910 0 0 0.1 0.2 0.3 0,4 0.5 <br />Kc Qtn, cs Ic (Robertson 1990)SU/Sig'V <br />Input parameters and analysis data <br />Analysis method:NCEER (1998)Depth to water table (erthq.): 15.00 ft Fill weight:100.00 lb/ft] <br />Fines correction method:NCEER (1998)Average results interval: 3 Transition detect. applied:Yes <br />Points to test:Based on Ic value Ic cut-off value:2.60 1% applied: No <br />Earthquake magnitude Mw:6.70 Unit weight calculation:Based on SBT Clay like behavior applied:Sands only <br />Peak ground acceleration:0.38 Use fill:Yes Limit depth applied:Yes <br />Depth to water table (insitu): 30.00 ft Fill height:3.00 ft Limit depth:50.00 ft <br />CLiq v.1.5.1.16 - CPT Liquefaction Assessment Software - Report created on: 11/2/2011, 1:24:17 PM 6 <br />Project file: P:\Leighton Consulting\603000\603284.001 Orangewood\Analyses\orangewood_cpt.clq <br />SL Rvcd 2019.01.21