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This software is licensed to: Carl Kim CPT name: CPT-1 <br />Estimation of post-earthquake settlements <br />Cone resistqi'MR,AUGER <br />SBTn Plot FS Plot Strain plot Vertical settlements <br />0- 0-> <br />10-10-5 <br />15-15-10 <br />20-20-15 <br />4 <br />25-20 <br />30-25 <br />3035-35- <br />35 <br />40-40- <br />40 <br />45-45- <br />45 <br />E 50-€ 50- <br />E £ 50 <br /> 55-55- <br />55 <br />60-60- <br />60 <br />65-65- <br />65 <br />70-70- <br />70 <br />75-75-75 <br />80-80 <br />85-85 <br />90-90 <br />95-95 <br />100 <br />5- 5- <br />10-1 10- <br />15- 15- <br />20-20- <br />25-25- <br />T.=1 <br />30 30- <br />- <br />35-35- <br />40-40- <br />2 45-- 45- <br />50-t 50- <br />55- -55- <br />60-60- <br />65-65- <br />70-70- <br />75-75- <br />80-80- <br />85-85- <br />90-90- <br />95-95- <br />100- 11,1,1,1,11 100-i1 1 :100 i i i i-, i ,---r--rFl,4 100.--,9 1 111 <br />0 100 200 300 400 500 1 2 3 4 0 0.5 1 1.5 2 0123456 0 0.5 1 <br />qt (tsf)Ic (Robertson 1990)Factor of safety Volumentric strain (%)Settlement (in) <br />Abbreviations <br />qt: Total cone resistance (cone resistance qc corrected for pore water effects) <br />Ic: Soil Behaviour Type Index <br />FS:Calculated Factor of Safety against liquefaction <br />Volumentric strain: Post-liquefaction volumentric strain <br />CLiq v.1.5.1.16 - CPT Liquefaction Assessment Software - Report created on: 11/2/2011, 1:24:17 PM 8 <br />Prolect file: P:\Leighton Consulting\603000\603284.001 Orangewood\Analyses\orangewood_cpt.clq <br />SL Rvcd 2019.01.21 <br />FI <br />1.5