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This software is licensed to: ENGEO CPT name:CPT-01 <br /> Liquefaction analysis overall plots <br /> CRR plot FS Plot Liquefaction potential Vertical settlements Lateral displacements <br /> 2---------------:---------- 2 2- 2- ------ 2- -------- -------------------- <br /> 4.................... 4 4. .. ...... 4. ...................................... 4- ------------------- -------------------- <br /> 6-------------- ------------- 6 6. .. ...... 6- ------ ....... 6- ------------------- -------------------- <br /> 8-------------- Ithq: 8- - ------- 8 8--------------------- -------------------- <br /> ----------- 8 ------ --------- ---------- ------- <br /> 10- --------------: <br /> ------- ----- 10 10 10- --------- ----------- -------------------------- 10- ------------------- -------------------- <br /> 12- ------------'-------- ------------------ 12 12. ........ 12 -------- -------'---------•---------` 12- ------------------- ------------------ <br /> a <br /> 14- -----••--••------------ `------------ <br /> - 14 14- 14 ------ --------- --------- ----------I <br /> 14- ------------------- -------------------- <br /> 16. ........................ ............ 16 16- 16- -------------------------------------- 16- ------------------- -------------------- <br /> 18- ------------------------- = 18 18- 18- ----- ----------------------------- <br /> 18- ------------------- -------------------- <br /> 20- ----------------- -------- -------------- 20 20- 20- ----- ------------------------------ 20- ------------------- -------------------- <br /> 22- <br /> -----------I-------------- ---------- 22 22- 22- --------- --------- --------- 22- ------------------- -------------------- <br /> S24- ------------i---------------------------- S24 S 24- 24- --------- --------- ----------- S24- ------------------- -------------------- <br /> 0. 26- ------------ ------------- 26 26- 26. ..... ................... ---------- 26- ------------------- -------------------- <br /> 0) <br /> M <br /> 28- ----------------------------------------- 28 28- 28- --------- --------- ........ . 28- ------------------- -------------------- <br /> 30- --------------------------- ------------- 30 30- 30- ---- -------------------------------- 30- ------------------- -------------------- <br /> 32- -------- -•------ ------------ 32 32- 32- ---- --------------------- ---------- 32- ------------------- -------------------- <br /> 34- ------------4--------------- ------------ 34 34- 34- ---- 4---------T-------------------- 34- ------------------- ------------------ <br /> ----------- ---- <br /> ------------------------------------------- ------------ 36 36- 36- --- 4---------T----- -------------- 36- ------------------- -------------------- <br /> 38- ---------------------------- 38 38- 38- ------:--------- ......... --------- 38- ------------------- -------------------- <br /> 40- ---------------------------: <br /> 40 40- 40- .................................... <br /> 40- ------------------- -------------------- <br /> 42- ------------I--------------- ------ 42 42- 42- -------------------------A---------- 42- ------------------- ------------------ <br /> 44 - -- <br /> 44 44- 44- ------------------------------- 44- ------------- ------------------- <br /> 46------------------------------ ------------ 46 46- 46- ---------------- -------------- 46- ------------------ -------------------- <br /> 48----------------------------- ------------- 48 48- 48. ........................... ----- 48- ------------------- -------------------- <br /> 50...... --- ----- .............. 50 50-��---MM.A 50- --------4---------T---------------- 50- ------ ------------ --------------------- <br /> 0 0.2 0.4 O.E 0 0.5 1 1.5 2 0 5 10 15 20 0 0.2 0.4 0.6 0.8 0 <br /> CRR&CSR Factor of safety LPI Settlement(in) Displacement(in) <br /> Input parameters and analysis data F.S.color scheme LPI color scheme <br /> A nay sis method: Robertson(2009) Depth to water table(erthq.): 7.00 ft Fill weight: N/A Almost certain it will liquefy [J Very high risk <br /> Fines correction method: Robertson(2009) Average results interval: 3 Transition detect.applied: Yes Very likely to liquefy EJ High risk <br /> Points to test: Based on Ic value Ic cut-off value: 2.60 K.applied: Yes Liquefaction and no liq.are equally likely El Low risk <br /> Earthquake magnitude M�: 6.90 Unit weight calculation: Based on SBT Clay like behaviorappled: All soils <br /> Peak ground acceleration: 0.51 Use fill: No Limit depth applied: No Unlike to liquefy <br /> Depth to water table(insitu): 7.00 ft Fill height: N/A Limit depth: N/A Almost certain it will not liquefy <br /> CLiq v.3.3.2.9-CPT Liquefaction Assessment Software-Report created on: 12/7/2021,5:11:28 PM 12 <br /> Project file:G:\Active Projects\_14000 to 15999\15188\15188000006\001 GEX\Analysis\Holly Buildings H&1,GW 7.clq <br />