Submitted:
24 March 2025
Posted:
24 March 2025
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Abstract
Keywords:
Chapter I. Introduction
1.1. Background of Study
1.2. Statement of the Problem
- What are the types of clay minerals that can be found in the spaces of Brgy. Bugas-Bugas, Placer and Brgy.Cabugao, Claver, Surigao del Norte through XRD analysis?
- What are the chemical, physical, and mechanical properties of clay minerals found in Brgy. Bugas-Bugas, Placer and Brgy.Cabugao, Claver, Surigao del Norte?
- How can the use of GPS technology and QGIS enhance the accuracy and efficiency of clay mapping processes in Brgy. Bugas-Bugas, Placer and Brgy.Cabugao, Claver, Surigao del Norte?
1.3. Objectives of the Study
- To identify the type of clay minerals at Brgy. Bugas-Bugas and Cabugo, in Placer and Claver Surigao del Norte respectively through XRD analysis.
- To investigate its chemical, physical, and mechanical properties found in Brgy. Bugas-Bugas, Placer, and Brgy. Cabugo, Claver in the province of Surigao del Norte, in terms of XRF analysis, physico-mechanical properties assisted by BS Ceramic Engineering students.
- To generate the map of clay resources with their properties and profile found in Brgy. Bugas-Bugas, Placer, and Brgy. Cabugo, Claver in the province of Surigao del Norte.
1.4. Significance of the Study
1.5. Scope and Limitations
1.6. Conceptual Framework

1.7. Definition of Terms
Chapter II. Review of Related Literature
Clay: Properties and Types
Exploration Stage: Inferred Geological Sampling

| No. | Crop | Soil Sampling Depth (cm) |
|---|---|---|
| 1 | Grasses and grasslands | 5-7 |
| 2 | Annual crops: rice groundnut, beans, vegetables, etc. (shallow-rooted crops) | 15-20 |
| 3 | Cotton, sugarcane, banana, tapioca | 20-25 |
| 4 | Perennial crops, plantations, and orchard crops | Three soil samples at 30, 60, and 90 |
| Degree of Expansion | Plasticity Index, % | Liquid Limit, % |
|---|---|---|
| Low | ||
| Medium | ||
| High | ||
| Very High |
| Degree of Expansion | Shrinkage Limit |
|---|---|
| Low | |
| Medium | |
| High | |
| Very High |
Topography of Surigao del Norte: Mapping Clay Resources
Mapping Identified Clay Resources
| Effect | Error Values |
|---|---|
| Ionospheric effects | |
| Shift in satellite orbits | |
| Clock errors of the satellites’ clock | |
| Multipath effect | |
| Tropospheric effects | |
| Calculation and rounding errors |
| GPS Satellite Signal | GPS Receiver | Usage Environment |
|---|---|---|
| Number of satellites visible | Receiver clock errors | Ionosphere and troposphere delay |
| Satellite geometry/shading | --- | Orbital errors |
| Satellite position | --- | Ephemeris errors |
| Signal delay | --- | Multi-path distortions |
| Satellite clock errors | --- | Numerical errors |


Remote Sensing
Geophysical Surveys
- 1.
- Gravity
- 2.
- Magnetic
- 3.
- Electromagnetic
- 4.
- Seismic Surveys
Geologic Mapping
Petrographic and Mineralogical Analysis
Chapter III
Methodology
3.1. Process Flow Chart

3.2. Site Selection

3.3. Sample Collection and Coordinates Recording
3.4. Sample Preparation
3.5. Fabrication Process
3.5.1. Test Bar Making
3.5.2. Pellet Making
3.5.3. Drying and Firing
3.6. Characterization of Samples
3.6.1. Chemical Analyses
3.6.1.1. X-Ray Fluorescence Analysis
3.6.1.2. X-Ray Diffraction Analysis
3.6.2. Physical Property Testing
3.6.2.1. Plasticity Test
3.6.2.2. Shrinkage Test
3.6.2.3. Loss on Ignition
3.6.2.4. Water Absorption
3.6.2.5. Apparent Porosity
3.6.2.6. Color
3.6.3. Mechanical Property Testing
3.6.3.1. Modulus of Rupture
3.7. Map Generation
3.7.1. Mapping and Profiling
Chapter IV. Results and Discussion
4.1. Chemical Analysis
4.1.1. XRF Analysis
| COMPONENT | Oxide Content (weight %) | ||
|---|---|---|---|
| Kauswagan (Control) |
Placer | Claver | |
| SiO2 | 40.300 | 67.500 | 54.300 |
| Al2O3 | 29.150 | 22.400 | 25.800 |
| Fe2O3 | 25.750 | 4.8600 | 15.755 |
| CaO | 0.5085 | 1.6850 | 0.9885 |
| MgO | ND | ND | ND |
| Na2O | ND | ND | ND |
| K2O | ND | 1.6400 | 0.7890 |
| SO3 | 0.08215 | 0.4850 | 0.1620 |
| TiO2 | 3.2000 | 0.8310 | 1.4450 |
| BaO | 0.2085 | 0.0223 | 0.0204 |
| MnO | ND | 0.0938 | 0.1530 |
| P2O5 | ND | ND | ND |
| Cr2O3 | 0.1665 | 0.0329 | 0.0327 |
| V2O5 | 0.1810 | 0.0818 | 0.1265 |
4.1.2. XRD Analysis

| Minerals Identified | Mineral Abundance (%) |
|---|---|
| Montmorillonite | 40 |
| Halloysite | 20 |
| Quartz (β) | 10 |

| Minerals Identified | Mineral Abundance (%) |
|---|---|
| Quartz (α) | 38.46% |
| Dickite | 30.77% |
| Anorthite | 15.38% |
| Tridymite (α) | 7.69% |
| Tridymite (β) | 7.69% |
4.2. Physical Property Testing
4.2.1. Plasticity Test

4.2.2. Shrinkage Test


4.2.3. Weight Loss on Ignition


4.2.4. Water Absorption


4.2.5. Apparent Porosity


4.2.8. Color Analysis


4.3. Mechanical Property Testing
4.3.1. Modulus of Rupture

4.4. Map Generation
4.4.1. Mapping and Profiling




Chapter V. Conclusions and Recommendations
5.1. Conclusion
5.2. Recommendations
- Employing Thermogravimetric Analysis (TGA) and Differential Scanning Calorimetry (DSC) to gather structured and profound information into the thermal properties and behavior of the clay considering its environment.
- Conduct of additional physical testing such as specific gravity, and particle size to gain in-depth understanding of the clay’s properties on samples taken.
- Employ drilling techniques to conduct thorough exploration of the clay resource and accurately estimate the clay reserve.
- Expand the mapping on areas closely related to Brgy. Bugas-Bugas in Placer and Brgy. Cabugao in Claver Surigao del Norte for further discovery of other types of clay resources with significant physical and mechanical properties.
- Connect with the Local Government Unit to make sure that the mapping of and profiling of the identified clay will be known locally and used for community’s advancement.
- Submerged to Indicated and Measured level of Exploration Stage in mining life cycle to get probable and proven sample and increase geological sampling confidence.
Acknowledgments
- -
- to Engr. Larry M. Heradez, MGB Regional Director of Caraga Region, and staff for their invaluable support and guidance, greatly benefiting the study.
- -
- also extending appreciation to Mayor Georgia Gokiangkeee for lending us the crucial GPS device, instrumental in the successful implementation of our research fieldwork.
- -
- to the House Technology Industries PTE. Ltd, especially to Ma’am Roxanne Climacosa for their valuable assistance in our research sample analysis.
- -
- to our advisers Engr. Seigfreid Kempis and co-adviser, Engr. Lori-ann Cabalo, whose dedication, and commitment shaped the success of our research.
- -
- to our parents for their unconditional love, care, unwavering financial support, and encouragement to move along.
- -
- to our classmates for their invaluable assistance and support by stimulating discussion where some ideas are solicited for the fulfillment of the research.
- -
- above all, to God for providing unwavering guidance, sustenance, and bestowed protection in the entire duration of our research.
Appendix A. (Sample Collection and GPS Coordinates Recording)
A.1 Sampling and GPS Coordinates Recording




Appendix B. (Fabrication Process)
B.1 Sample Preparation


B.2 Fabrication Process
B.2.1 Test Bar Making




B.2.3 Drying and Firing


Appendix C. (Characterization of Samples)
C.1 Physical Property Testing
C.1.1 Shrinkage Test


C.1.2 Water Absorption

C.1.3 Apparent Porosity


C.1.4 Color Test

C.2 Mechanical Property Test
C.2.1 Modulus of Rupture Test

Appendix D. (XRF Analysis Results)






Appendix E. (XRD Analysis Results)







Appendix F. (GPS Spatial Data)
| Claver | Elevation (m) | Coordinates |
| A | 16 | N09° 32.749’, E125° 45.729’ |
| B | 14 | N09° 32.754’, E125° 45.726’ |
| C | 14 | N09° 32.755’, E125° 45.733’ |
| D | 14 | N09° 32.758’, E125° 45.725’ |
| E | 14 | N09° 32.759’, E125° 45.732’ |
| F | 14 | N09° 32.764’, E125° 45.729’ |
| G | 14 | N09° 32.767’, E125° 45.737’ |
| H | 14 | N09° 32.771’, E125° 45.728’ |
| I | 14 | N09° 32.771’, E125° 45.738’ |
| J | 14 | N09° 32.778’, E125° 45.728’ |
| Placer | Elevation (m) | Coordinates |
| 1 | 74 | N09° 39.321’, E125° 34.300’ |
| 2 | 74 | N09° 39.325’, E125° 34.307’ |
| 3 | 74 | N09° 39.322, E125° 34.307’ |
| 4 | 74 | N09° 39.321’, E125° 34.311’ |
| 5 | 74 | N09° 39.319’, E125° 34.311’ |
| 6 | 74 | N09° 39.317’, E125° 34.313’ |
| 7 | 74 | N09° 39.314’, E125° 34.314’ |
| 8 | 74 | N09° 39.317’, E125° 34.322’ |
| 9 | 72 | N09° 39.311’, E125° 34.320’ |
| 10 | 68 | N09° 39.312’, E125° 34.324’ |
Appendix G. (Sample Classification According to Flexural Strength and Water Absorption)
| Ceramic Peace | Flexural strength (kgf/cm2) | Water Absorption (%) |
| Indicated Values | Indicated Values | |
| Not Classified | ||
| Massive Bricks | ||
| Ceramic Bricks | ||
| Roof Tiles |
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