SR0085267_SSNL - Laserfiche WebLink

Home Browse Search

This software is licensed to: ENGEO CPT name:CPT-07 CPT basic interpretation plots Cone resistance Friction Ratio Pore pressure SBT Plot Soil Behaviour Type 0- 0- 0- 0 0- . . . . an ..........---------- ......... 5-- ------- 5----------------- ------ -------- 5-- -----------I------------------------ 5 5- jcloy: 10-- ----------4---------------------- 10 10- . ... ------------ 10- ------ ------ 10 -------------- -------------4------- .......... SkEldlai 15-- ---------------------------- ------ 15-------------------- ------ ------- 15-- ---------- ---Iosht ----------- 5 5- --- : :t 81 ca cla ba Ik ON 01 20-- --------------- ...... ...... 20. ...... .... ........ ...... ....... 20- --------- ...................... 20- 20- ....... C V t day.. 81hyY.A m a :&silty clay 25----- -------------------- ------ 25- - ----- ------I-------- 25- ----- -------- -------------- 25- 25- i i 0a0d'A sandy SO 30---------- .............. ------ 30. ... .........................4------- 30- ----------4........................ 30- 30- ... ............... . . . . . . . . . . .___:--- n ---------- ------ 35- ---- -------------------------------- 35- ------ �Sa 35------------- ------- ---------------------- 35- 35- ------ --------------------------- I---------------------- . . . . . . . . 40--- 40- 40- --------- 40- 40- ... :Sind 45- ---------------------------------- 45- --------------- ......... ------- 45- ------------- 45- 45- a and&A y'sand 50- --------- ---------- ------ 50- --- ----------------- ------ ------- 50- - --------------------------------r 50- 50- . . . . . . . . . .... ....... 55 ------------- -------------- 55- 55- -- ------ ------- ........ ...... ....... ............. --------- 55- 55- Wryid6nsb/itifsdil ---------------------- W - ------------------------ 60---------------- -------------------- 60- ----- -------- 60--- -- -------------------------------- 60 60 --- :SAnd&silty sand; ...... ...... 65- 65-- ---------------------- 65- ---- --------------- ------ ------- --------- 65 65 ------------ nd&sanity t V V - :Sand S4 a a.n n r Sind silty clay 70---- ---------------.......... ----- 70- ------------ -----I------- ----------- 70- --------I---------- 70 70 7n Yi&Pil qlay • ------------------- 75-- -------------------------- ------ 75- ------------- --------------- -- ----;-------------------------- . . ...— . -sa 11-sandish- 75- 75 75- --- ----------------- ------ 80- ------------ ---------------------- so- 80--- 80-------- ----- --------------------1 80 --------- ------ ----- ... . . . ------ ------ 85 .... .. ----------------- ---- ------- ------ ------- 85--_ 85- 85 85 fli"T ATf Sit. SI San Sam s 90-------------------- .................. 90- 90 90 90- ........................... :Sanda &sfty�i fid: 101112131415161718 .. ... .T;' 200 400 600 0 2 4 6 8 10 0 50 100 150 1 2 3 4 0 1 2 3 6 7 8 qt(tsf) Rf(%) U(psi) Ic(SBT) SBT(Robertson et al. 1986) Input parameters and analysis data A nay sis method: Robertson(2009) Depth to water table(erthq.): 7.00 ft Fill weight: N/A Fines correction method: Robertson(2009) Average results interval: 3 Transition detect.applied: Yes SBT legend Points to test: Based on Ic value Ic cut-off value: 2.60 K.applied: Yes 1.Sensitive fine grained 0 4.Clayey silt to silty 7.Gravely sand to sand Earthquake magnitude M w: 6.90 Unit weight calculation: Based on SBT Clay like behaviorappled: All soils E] 2.Organic material 0 5.Silty sand to sandy silt ■ 8.Very stiff sand to Peak ground acceleration: 0.51 Use fill: No Limit depth applied: No Depth to water table(insitu): 13.00 ft Fill height: N/A Limit depth: N/A [] 3.Clay to silty clay 0 6.clean sand to silty sand E] 9.Very stiff fine grained CLiq v.3.3.2.9-CPT Liquefaction Assessment Software-Report created on: 12/7/2021,5:11:32 PM 44 Project file:G:\Active Projects\_14000 to 15999\15188\15188000006\001 GEX\Analysis\Holly Buildings H&1,GW 7.clq