KALUTAAN

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Kalutaan Soil Parameter QGIS Maps About

KALUTAAN

DCE Repository Kalutaan Soil Parameter QGIS Maps About

Soil Parameter Records

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Data Use Disclaimer

Please read before using the soil parameter records.

The soil parameter records shown on this page are compiled data from Kapangan, Benguet. These records are based on actual borehole data gathered from different agencies, and they are presented here for initial reference, academic use, and preliminary information only.

These data should not be treated as a substitute for site-specific investigation, professional review, or independent technical verification. Anyone using these records is responsible for confirming their suitability, accuracy, and applicability before relying on them for research, planning, design, construction, or decision-making.

The authors and maintainers are not liable for any loss, damage, error, or failure arising from the use, interpretation, or misuse of these compiled data. Any remarks or classifications shown on this page, including suggested remarks, should be treated as guidance only and not as final engineering conclusions.

I understand that these are preliminary student-compiled records and should be used only with proper verification.

Soil Parameter Records

Showing 201-206 of 206 record(s)

Soil Record Details

Record #201 | Borehole ID: BH-62

Borehole Info

Borehole ID

BH-62

Depth

4.5

Location

Paykek, Kapangan, Benguet

Coordinates

Lat: 16°34'36.01"
Long: 120°36'18.89"

Date

0000-00-00

Google Map Location

Open in Google Maps

Soil Properties

Specific Gravity,Gs

2.60

Porosity,n

0.37

Void Ratio,e

0.60

Moisture Content,w (%)

23.00

Unit Weight (kN/m^3)

17.50

Plastic Limit,PL (%)

33.06

Liquid Limit,LL (%)

36.50

Plasticity Index,PI (%)

3.44

Capacity

Shear Capacity (kPa)

130.44

Allowable Bearing Capacity (kPa)

322.10

Classification

ML (silt with sand)

Remarks

Parameter Assessment

Overall Rating: Fair

Cohesion (c)

Observed value: 130.44

Excellent

\(c > 50\)

Friction Angle (phi)

Observed value: 0.00

Poor

\(\phi \leq 20\)

Shear Strength (kPa)

Observed value: 130.44

Good

\(100 < x \leq 200\)

q_all (allowable bearing capacity, kPa)

Observed value: 322.10

Excellent

\(x > 200\)

Engineering Remarks

SUBSTRUCTURE: Foundation Potential

Database output for rating: Fair

TYPE OF FOUNDATION:
Consider deep foundation
Conservative design
Requires soil investigation confirmation and possible soil improvement

EXCAVATION STABILITY:
Use of shoring systems such as timber or steel bracing

SOIL IMPROVEMENT:
Compaction is needed
Soil replacement if needed
Use of lime or cement in soil for stabilization

SUPERSTRUCTURE: Construction Consideration

Database output for rating: Fair

LOAD LIMIT:
Small structures
Light buildings only

SLOPE (H:V):
1.5:2 to 2:1

SLOPE PROTECTION:
Retaining walls
Gabions or Crib walls
Geotextiles or Geogrids reinforcement

RISK-BASED INTERPRETATION

Database output for rating: Fair

RISK LEVEL TO FAILURE:
Moderate Risk

INTERPRETATION:
Requires mitigation and monitoring

Soil Record Details

Record #202 | Borehole ID: BH-62

Borehole Info

Borehole ID

BH-62

Depth

Location

Paykek, Kapangan, Benguet

Coordinates

Lat: 16°34'36.01"
Long: 120°36'18.89"

Date

0000-00-00

Google Map Location

Open in Google Maps

Soil Properties

Specific Gravity,Gs

2.60

Porosity,n

0.37

Void Ratio,e

0.60

Moisture Content,w (%)

23.00

Unit Weight (kN/m^3)

17.50

Plastic Limit,PL (%)

32.14

Liquid Limit,LL (%)

37.50

Plasticity Index,PI (%)

5.36

Capacity

Shear Capacity (kPa)

65.96

Allowable Bearing Capacity (kPa)

162.90

Classification

ML (silt)

Remarks

Parameter Assessment

Overall Rating: Fair

Cohesion (c)

Observed value: 65.96

Excellent

\(c > 50\)

Friction Angle (phi)

Observed value: 0.00

Poor

\(\phi \leq 20\)

Shear Strength (kPa)

Observed value: 65.96

Fair

\(50 < x \leq 100\)

q_all (allowable bearing capacity, kPa)

Observed value: 162.90

Good

\(150 < x \leq 200\)

Engineering Remarks

SUBSTRUCTURE: Foundation Potential

Database output for rating: Fair

TYPE OF FOUNDATION:
Consider deep foundation
Conservative design
Requires soil investigation confirmation and possible soil improvement

EXCAVATION STABILITY:
Use of shoring systems such as timber or steel bracing

SOIL IMPROVEMENT:
Compaction is needed
Soil replacement if needed
Use of lime or cement in soil for stabilization

SUPERSTRUCTURE: Construction Consideration

Database output for rating: Fair

LOAD LIMIT:
Small structures
Light buildings only

SLOPE (H:V):
1.5:2 to 2:1

SLOPE PROTECTION:
Retaining walls
Gabions or Crib walls
Geotextiles or Geogrids reinforcement

RISK-BASED INTERPRETATION

Database output for rating: Fair

RISK LEVEL TO FAILURE:
Moderate Risk

INTERPRETATION:
Requires mitigation and monitoring

Soil Record Details

Record #203 | Borehole ID: BH-61

Borehole Info

Borehole ID

BH-61

Depth

4.5

Location

Paykek, Kapangan, Benguet

Coordinates

Lat: 16°34'34.25"
Long: 120°36'16.32"

Date

0000-00-00

Google Map Location

Open in Google Maps

Soil Properties

Specific Gravity,Gs

2.60

Porosity,n

0.37

Void Ratio,e

0.58

Moisture Content,w (%)

22.18

Unit Weight (kN/m^3)

17.50

Plastic Limit,PL (%)

Liquid Limit,LL (%)

Plasticity Index,PI (%)

Capacity

Shear Capacity (kPa)

74.71

Allowable Bearing Capacity (kPa)

727.40

Classification

ML (sandy silt)

Remarks

Parameter Assessment

Overall Rating: Fair

Cohesion (c)

Observed value: 38.60

Good

\(20 < c \leq 50\)

Friction Angle (phi)

Observed value: 24.63

Fair

\(20 < \phi \leq 28\)

Shear Strength (kPa)

Observed value: 74.71

Fair

\(50 < x \leq 100\)

q_all (allowable bearing capacity, kPa)

Observed value: 727.40

Excellent

\(x > 200\)

Engineering Remarks

SUBSTRUCTURE: Foundation Potential

Database output for rating: Fair

TYPE OF FOUNDATION:
Consider deep foundation
Conservative design
Requires soil investigation confirmation and possible soil improvement

EXCAVATION STABILITY:
Use of shoring systems such as timber or steel bracing

SOIL IMPROVEMENT:
Compaction is needed
Soil replacement if needed
Use of lime or cement in soil for stabilization

SUPERSTRUCTURE: Construction Consideration

Database output for rating: Fair

LOAD LIMIT:
Small structures
Light buildings only

SLOPE (H:V):
1.5:2 to 2:1

SLOPE PROTECTION:
Retaining walls
Gabions or Crib walls
Geotextiles or Geogrids reinforcement

RISK-BASED INTERPRETATION

Database output for rating: Fair

RISK LEVEL TO FAILURE:
Moderate Risk

INTERPRETATION:
Requires mitigation and monitoring

Soil Record Details

Record #204 | Borehole ID: BH-61

Borehole Info

Borehole ID

BH-61

Depth

Location

Paykek, Kapangan, Benguet

Coordinates

Lat: 16°34'34.25"
Long: 120°36'16.32"

Date

0000-00-00

Google Map Location

Open in Google Maps

Soil Properties

Specific Gravity,Gs

2.60

Porosity,n

0.37

Void Ratio,e

0.58

Moisture Content,w (%)

22.18

Unit Weight (kN/m^3)

17.50

Plastic Limit,PL (%)

Liquid Limit,LL (%)

Plasticity Index,PI (%)

Capacity

Shear Capacity (kPa)

55.50

Allowable Bearing Capacity (kPa)

479.40

Classification

ML (sandy silt)

Remarks

Parameter Assessment

Overall Rating: Fair

Cohesion (c)

Observed value: 33.98

Good

\(20 < c \leq 50\)

Friction Angle (phi)

Observed value: 22.30

Fair

\(20 < \phi \leq 28\)

Shear Strength (kPa)

Observed value: 55.50

Fair

\(50 < x \leq 100\)

q_all (allowable bearing capacity, kPa)

Observed value: 479.40

Excellent

\(x > 200\)

Engineering Remarks

SUBSTRUCTURE: Foundation Potential

Database output for rating: Fair

TYPE OF FOUNDATION:
Consider deep foundation
Conservative design
Requires soil investigation confirmation and possible soil improvement

EXCAVATION STABILITY:
Use of shoring systems such as timber or steel bracing

SOIL IMPROVEMENT:
Compaction is needed
Soil replacement if needed
Use of lime or cement in soil for stabilization

SUPERSTRUCTURE: Construction Consideration

Database output for rating: Fair

LOAD LIMIT:
Small structures
Light buildings only

SLOPE (H:V):
1.5:2 to 2:1

SLOPE PROTECTION:
Retaining walls
Gabions or Crib walls
Geotextiles or Geogrids reinforcement

RISK-BASED INTERPRETATION

Database output for rating: Fair

RISK LEVEL TO FAILURE:
Moderate Risk

INTERPRETATION:
Requires mitigation and monitoring

Soil Record Details

Record #205 | Borehole ID: BH-60

Borehole Info

Borehole ID

BH-60

Depth

4.5

Location

Paykek, Kapangan, Benguet

Coordinates

Lat: 16°34'33.66"
Long: 120°36'16.278"

Date

0000-00-00

Google Map Location

Open in Google Maps

Soil Properties

Specific Gravity,Gs

2.60

Porosity,n

0.37

Void Ratio,e

0.58

Moisture Content,w (%)

22.18

Unit Weight (kN/m^3)

17.50

Plastic Limit,PL (%)

Liquid Limit,LL (%)

Plasticity Index,PI (%)

Capacity

Shear Capacity (kPa)

73.01

Allowable Bearing Capacity (kPa)

692.20

Classification

ML (sandy silt)

Remarks

Parameter Assessment

Overall Rating: Fair

Cohesion (c)

Observed value: 37.68

Good

\(20 < c \leq 50\)

Friction Angle (phi)

Observed value: 24.17

Fair

\(20 < \phi \leq 28\)

Shear Strength (kPa)

Observed value: 73.01

Fair

\(50 < x \leq 100\)

q_all (allowable bearing capacity, kPa)

Observed value: 692.20

Excellent

\(x > 200\)

Engineering Remarks

SUBSTRUCTURE: Foundation Potential

Database output for rating: Fair

TYPE OF FOUNDATION:
Consider deep foundation
Conservative design
Requires soil investigation confirmation and possible soil improvement

EXCAVATION STABILITY:
Use of shoring systems such as timber or steel bracing

SOIL IMPROVEMENT:
Compaction is needed
Soil replacement if needed
Use of lime or cement in soil for stabilization

SUPERSTRUCTURE: Construction Consideration

Database output for rating: Fair

LOAD LIMIT:
Small structures
Light buildings only

SLOPE (H:V):
1.5:2 to 2:1

SLOPE PROTECTION:
Retaining walls
Gabions or Crib walls
Geotextiles or Geogrids reinforcement

RISK-BASED INTERPRETATION

Database output for rating: Fair

RISK LEVEL TO FAILURE:
Moderate Risk

INTERPRETATION:
Requires mitigation and monitoring

Soil Record Details

Record #206 | Borehole ID: BH-60

Borehole Info

Borehole ID

BH-60

Depth

Location

Paykek, Kapangan, Benguet

Coordinates

Lat: 16°34'33.66"
Long: 120°36'16.278"

Date

0000-00-00

Google Map Location

Open in Google Maps

Soil Properties

Specific Gravity,Gs

2.60

Porosity,n

0.37

Void Ratio,e

0.58

Moisture Content,w (%)

22.18

Unit Weight (kN/m^3)

17.50

Plastic Limit,PL (%)

Liquid Limit,LL (%)

Plasticity Index,PI (%)

Capacity

Shear Capacity (kPa)

57.65

Allowable Bearing Capacity (kPa)

522.60

Classification

ML (sandy silt)

Remarks

Parameter Assessment

Overall Rating: Fair

Cohesion (c)

Observed value: 35.36

Good

\(20 < c \leq 50\)

Friction Angle (phi)

Observed value: 23.00

Fair

\(20 < \phi \leq 28\)

Shear Strength (kPa)

Observed value: 57.65

Fair

\(50 < x \leq 100\)

q_all (allowable bearing capacity, kPa)

Observed value: 522.60

Excellent

\(x > 200\)

Engineering Remarks

SUBSTRUCTURE: Foundation Potential

Database output for rating: Fair

TYPE OF FOUNDATION:
Consider deep foundation
Conservative design
Requires soil investigation confirmation and possible soil improvement

EXCAVATION STABILITY:
Use of shoring systems such as timber or steel bracing

SOIL IMPROVEMENT:
Compaction is needed
Soil replacement if needed
Use of lime or cement in soil for stabilization

SUPERSTRUCTURE: Construction Consideration

Database output for rating: Fair

LOAD LIMIT:
Small structures
Light buildings only

SLOPE (H:V):
1.5:2 to 2:1

SLOPE PROTECTION:
Retaining walls
Gabions or Crib walls
Geotextiles or Geogrids reinforcement

RISK-BASED INTERPRETATION

Database output for rating: Fair

RISK LEVEL TO FAILURE:
Moderate Risk

INTERPRETATION:
Requires mitigation and monitoring

Record	Borehole ID	Date	Location
Borehole ID: BH-62 2 parameter record(s) View Location
#201	Borehole ID BH-62	Date 0000-00-00	Location Paykek, Kapangan, Benguet
#202	Borehole ID BH-62	Date 0000-00-00	Location Paykek, Kapangan, Benguet
Borehole ID: BH-61 2 parameter record(s) View Location
#203	Borehole ID BH-61	Date 0000-00-00	Location Paykek, Kapangan, Benguet
#204	Borehole ID BH-61	Date 0000-00-00	Location Paykek, Kapangan, Benguet
Borehole ID: BH-60 2 parameter record(s) View Location
#205	Borehole ID BH-60	Date 0000-00-00	Location Paykek, Kapangan, Benguet
#206	Borehole ID BH-60	Date 0000-00-00	Location Paykek, Kapangan, Benguet

Quick View

205 coordinate marker(s) from all soil parameter records

Minimum Bearing Capacity

14 kPa at 1.5 m depth

Maximum Bearing Capacity

942.9 kPa at 6 m depth

Average Bearing Capacity

327.24 kPa

Records With Bearing Data

205

Heat intensity highlights lower bearing capacity areas.