Laserfiche WebLink
This software is licensed to: ENGEO CPT name:CPT-04 <br /> CPT basic interpretation plots (normalized) <br /> Norm.cone resistance Norm.friction ratio Nom.pore pressure ratio SBTn Plot Norm.Soil Behaviour Type <br /> n <br /> z ------ ------ ------ z ------ ----- ------ z ----- ----- --- -- - 2 z <br /> 4 ... ......................-...-...- 4 ..... , .....,-...-..:-...-.:.-... 4 .. .. .- .. .- 4 4 liajc <br /> :C <br /> 6 6 6 6 6 'Clay; <br /> 8 ----- , ------•--------- -------- 8 ---------- ------ ------ ----- 8 8 8 <br /> i Sl <br /> 10 --------- 10 ---------- ----------------- ---- 10 - ------------ -- - 10 10 <br /> 12 -------- --------'--- 12 --------------- -----;-------;------- 12 -- ------ 12 12 <br /> ��ft��t1S,i.'/�I�Sftlll'�' <br /> 14 - -------------------------- -------- 14 ------'------' -----`---•--'•------ 14 --- --------------------------------- 14 14 � - - <br /> I <br /> 16 16 16 16 16 :Cray, ; <br /> •Cl�y�&�ill�r clay- <br /> 1s ---- -----------i-------- ------ 18 ---- ; -------- ---- 18 - -------------------- - 1818G��y&$ilt�r dlay <br /> 20 ------- '--------- 20 ------ ---- ----------------- 20 -- - -------------------- - 20 20 - <br /> ;Clay; <br /> zz zz zz 22 zz <br /> -��y, <br /> , <br /> 24 24 --- - ------ 24 ---- -----------4-----4------ 24 24 <br /> ay, sl ty c <br /> s s gry;derisl?�gtifT§qll <br /> Q26 ------- '------------------;--------- Q 26 Q 26 - - --------------------------- Q 26 Q 26- <br /> a) - ; <br /> 28....................�.- 28 ------ ----- ------ -----.{.-----. 28 .... .....r.....{...-.{.---- ------ 28 28 <br /> 30 30 ------ -------'-------`--••--'•--•--- 30 ---- ----- 30 30 <br /> 32------------------------------- 32 ----- ---- 32 - ----------- -- - 32 32 - <br /> 34 -------------------------------------- 34 -- --•------'-------`------'------- 34 ----- -----'-----'------'------------ 34 34 --'--'---`--`--`--`--`--`--`--`--`-- <br /> 36 --------:.--..--.:-------- --------- 36 -- 36 - - -------------------- - 36 36 - - <br /> �n ?sl �a� <br /> 38 ----------------------------- -------- 38 -- - ----------------------- 38 ----- ---- - -- -- 38 38 - <br /> 40 ... 40 --- ---------------- ------------ 40 .. .. .- 40 40 <br /> :.- <br /> 4242 ---- 42 -- - -- - 4242- ;CC� y <br /> asandys <br /> 44 44 -;-------F-------------- 44 --- - -- - 44 44 - <br /> ay <br /> 46 46 r-------------- 46 ----- -----:-----------:------------ 46 46 - - <br /> 48 --------------------------------------- 48 ------ ------------------------------ 48 ----- -------------------------------- 48-A& 48 <br /> 50 50 50 5050 . <br /> 0 50 100 150 20( 0 2 4 6 8 10 -0.2 0 0.2 0.4 0.6 0.8 1 1 2 3 4 0 1 2 3 4 5 6 7 8 9 10 1112 13 14 15 16 17 18 <br /> Qtn Fr(%) Bq Ic(Robertson 1990) SBTn(Robertson 1990) <br /> Input parameters and analysis data <br /> Anay sis method: Robertson(2009) Depth to water table(erthq.): 7.00 ft Fill weight: N/A SBTn legend <br /> Fines correction method: Robertson(2009) Average results interval: 3 Transition detect.applied: Yes <br /> Points to test: Based on Ic value Ic cut-off value: 2.60 KQapplied: Yes 1.Sensitive fine grained 4.Clayey silt to silty 7.Gravely sand to sand <br /> Earthquake magnitude M w: 6.90 Unit weight calculation: Based on SBT Clay like behavior appled: All soils E] 2.Organic material ■ 5.Silty sand to sandy silt ■ 8.Very stiff sand to <br /> Peak ground acceleration: 0.51 Use fill: No Limit depth applied: No <br /> Depth to water table(insitu): 9.00 ft Fill height: N/A Limit depth: N/A [J 3.Clay to silty clay 6.Clean sand to silty sand ❑ 9.Very stiff fine grained <br /> CLiq v.3.3.2.9-CPT Liquefaction Assessment Software-Report created on: 12/7/2021,5:11:29 PM 24 <br /> Project file:G:\Active Projects\_14000 to 15999\15188\15188000006\001 GEX\Analysis\Holly Buildings H&I,GW 7.clq <br />