Repute
Property |
|
Description |
Default value/units |
Example/range of values |
General |
||||
Name |
The item's name |
Soil 1 |
any text | |
Type |
The item's type |
depends on soil created |
clay, cohesive fill, custom cohesive soil, organic soil, river soil, silt | |
Category |
The item's sub group |
Soil |
| |
Kind |
The item's group |
Materials |
| |
Notes |
Free-form notes regarding this item |
|
any text | |
Classification |
||||
Class |
The soil's class |
depends on item type |
depends on item type | |
State |
The soil's state |
|||
Strict validation |
Tick to apply narrow limits to soil parameters, otherwise wide parameters are used |
|||
Is Fissured? |
Flag indicating whether the soil contains fissures |
|||
Mass/weight densities |
||||
Drained Strength |
||||
Large-strain drained stiffness |
||||
Small-strain drained stiffness |
||||
See Large-strain drained stiffness |
||||
Undrained strength |
||||
Minimum undrained strength |
The minimum undrained strength of the cohesive soil |
depends on soil class and state |
depends on soil class and state | |
Undrained strength increase |
The increase in undrained stength with depth |
|||
Maximum undrained strength |
The maximum undrained strength of the cohesive soil |
|||
Depth of minimum undrained strength |
The depth at which the minimum undrained strength occurs |
|||
Undrained strength increases over distance |
The increase in undrained stength with distance |
|||
Depth of maximum undrained strength |
The depth at which the maximum undrained strength occurs |
|||
Strain at 50% undrained strength |
[-] |
The strain in the soil when 50% of the undrained strength is mobolized |
||
Large-strain undrained stiffness |
||||
See Large-strain drained stiffness |
||||
Small-strain undrained stiffness |
||||
See Large-strain drained stiffness |
||||
Help |
||||
Help file |
Help file providing further information about this soil |
Rex.chm |
| |
Web site |
|
Web site for the program |
|
Re/x class |
ISO |
BSCS |
USCS |
DIN |
Unclassified |
Cl |
C |
C |
T |
Gravelly clay |
grCl |
CG |
CL/CH |
- |
Sandy clay |
saCl |
CS |
CL/CH |
- |
Silty clay |
siCl |
CL |
CL |
- |
Parameter |
Classification |
Minimum |
Default |
Maximum |
|||
Class |
Ext. |
Normal |
Normal |
Ext. | |||
r d (kg/m3) |
All |
Unspecified |
1200 |
1500 |
2050 |
2200 |
2500 |
Extremely low Very low |
1200 |
1400 |
1650 |
1800 |
2000 | ||
Low |
1300 |
1500 |
1750 |
1900 |
2100 | ||
Medium |
1450 |
1650 |
1900 |
2050 |
2250 | ||
High |
1600 |
1800 |
2050 |
2200 |
2400 | ||
Very high |
1750 |
1950 |
2200 |
2350 |
2450 | ||
Extremely high |
1900 |
2100 |
2300 |
2400 |
2500 | ||
r s (kg/m3) |
All |
Unspecified |
1200 |
1500 |
2050 |
2200 |
2500 |
Extremely low Very low |
1200 |
1400 |
1650 |
1800 |
2000 | ||
Low |
1300 |
1500 |
1750 |
1900 |
2100 | ||
Medium |
1450 |
1650 |
1900 |
2050 |
2250 | ||
High |
1600 |
1800 |
2050 |
2200 |
2400 | ||
Very high |
1750 |
1950 |
2200 |
2350 |
2450 | ||
Extremely high |
1900 |
2100 |
2300 |
2400 |
2500 | ||
f peak (deg) |
Cl |
All |
15 |
20 |
20 |
33 |
39 |
grCl |
18 |
20 |
24 |
33 |
39 | ||
saCl |
18 |
20 |
24 |
33 |
39 | ||
siCl |
20 |
24 |
27 |
33 |
39 | ||
f crit (deg) |
Cl |
All |
8 |
20 |
23 |
33 |
39 |
grCl |
18 |
20 |
24 |
33 |
39 | ||
saCl |
18 |
20 |
24 |
33 |
39 | ||
siCl |
18 |
20 |
23 |
28 |
30 | ||
c'peak (kPa) |
All |
Unspecified |
0 |
0 |
0 |
10 |
15 |
Very low Low |
0 |
0 |
0 |
0 |
0 | ||
Others |
0 |
0 |
2 |
10 |
15 | ||
c'crit (kPa) |
All |
Very low Low |
0 |
0 |
0 |
0 |
0 |
Others |
0 |
0 |
0 |
0 |
5 | ||
Cu (kPa)
|
All |
Unspecified |
1 |
20 |
20 |
150 |
1000 |
Extremely low |
1 |
5 |
7 |
10 |
20 | ||
Very low |
1 |
10 |
15 |
20 |
30 | ||
Low |
10 |
20 |
25 |
40 |
60 | ||
Medium |
30 |
40 |
50 |
75 |
100 | ||
High |
60 |
75 |
100 |
150 |
200 | ||
Very high |
100 |
150 |
200 |
300 |
400 | ||
Extremely high |
200 |
300 |
375 |
500 |
1000 | ||
DCu (kPa/m) |
All |
Very low Low |
-100 |
-10 |
0 |
4 |
100 |
Others |
-100 |
-10 |
0 |
8 |
100 |
Copyright ©1999-2009 Geocentrix Ltd. All rights reserved. Version 1.0.1