My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0007028
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
T
>
TURNPIKE
>
1607
>
3500 - Local Oversight Program
>
PR0545774
>
ARCHIVED REPORTS_XR0007028
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
9/29/2020 10:31:26 PM
Creation date
6/10/2020 12:17:49 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007028
RECORD_ID
PR0545774
PE
3526
FACILITY_ID
FA0004998
FACILITY_NAME
COMFORT AIR
STREET_NUMBER
1607
STREET_NAME
TURNPIKE
STREET_TYPE
RD
City
STOCKTON
Zip
95206
CURRENT_STATUS
02
SITE_LOCATION
1607 TURNPIKE RD
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
LSauers
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
131
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
ICPT Interpretations <br /> IU Wt Unit Weight of sal determined from <br /> 1) uniform value or <br /> I 2) value assigned to each SBT zone <br /> 3) user supplied unit weight profile <br /> TStress Total vertical overburden stress at mid layer depth TStress- y h, <br /> where 7)is layer unit weight <br /> h,is Layer thickness <br /> EStress l Effective vertical overburden stress at mrd layer depth I EStress=Mress--Ueq <br /> Ueq Equdrbnum pore pressure determined from <br /> 1) hydrostatic from water table depth <br /> 2) user supplied profile <br /> I Cn - - SPT Neo overburden correction factor <br /> where a,.'is in tsf <br /> -- -- - - 05<C"<20 <br /> Neo SPT N value at 60%energy calculated from Qt/N ratios assigned to each 3 <br /> S8T zone <br /> (Nide SPT Neo value corrected for overburden pressure - -- _ N1eo=Cn.Nvo 3 <br /> I ~Q(N1)5o Equivalent Clean Sand Correction to(N1)eo A(Nl),, = Kmsr *(N 1), 7 <br /> I-Kir <br /> I Where KSPT is defined as <br /> 00 for FC<5% <br /> 00167o(FC-5) for 5%<FC<35% <br /> 05 for FC>35% <br /> FC-Fines Content in% <br /> (N1)w,;. ( Equivalent Clean Sand(W)aa ry l (Nl) aO =(N1)80 + o(N1)8o ! 7 <br /> ISu f Undrained shear strength-Nkt is use selectable Su Qt- 6,. I 2 <br /> N,t� <br /> k Coefficient of permeability(assigned to each SBT zone) - T ___ __ _ 6 <br /> Bq _µ Pone pressure parameter - B4 Au _ 2 <br /> = <br /> Qt-Qv <br /> I Qtn Normalized Qt for Soil Behavior Type classification as defined by - Qtn_Qt-av 4 <br /> - Robertson, 1990 a v <br /> Rfrm _Normal¢ed Rf for Sal liehamor Type classrfcation as defined by fs 4 <br /> Robertson, 1990 l jn=100%. <br /> SBTn - Normalized Sal Behavior Type(slightly modified from that published by ' 4__ <br /> Robertson, 1990 This version includes all the soil zones of the onginal <br /> non-normalized SBT chart-see figure 1) <br /> Qct Normalized Qt for seismic anatysrs qc1 = c Pala„)0 5 5 <br /> q .( <br /> _ where Pa=atm pressure <br /> Qct N Dimensionless Normalized Qt1 qct N=qci 1 Pa <br /> where Pa=atm pressure <br /> GREGG <br /> I <br />
The URL can be used to link to this page
Your browser does not support the video tag.