The code details standardized methods for collecting relatively undisturbed soil samples using thin-walled metal tubes, focusing on cohesive and select non-cohesive soils. It prescribes procedures for drilling, sampling, handling, sealing, labeling, and transporting soil specimens to maintain sample integrity for laboratory evaluation. This guideline is vital for professionals engaged in soil investigations and foundation engineering within India.
Overview
The code details standardized methods for collecting relatively undisturbed soil samples using thin-walled metal tubes, focusing on cohesive and select non-cohesive soils. It prescribes procedures for drilling, sampling, handling, sealing, labeling, and transporting soil specimens to maintain sample integrity for laboratory evaluation. This guideline is vital for professionals engaged in soil investigations and foundation engineering within India.
Audience
Contents
Structure
Overview of Scope & Essential Specifications
| Parameter | Description |
|---|---|
| Borehole No. & Coordinates | Site location of sampling |
| Drilling Method | Type such as rotary, percussion, etc. |
| Water Level Observations | Groundwater depth, pressure zones |
| Sampling Tube Number | Identification of the sampling tube |
| Depth & Penetration | Depth and penetration length of sample |
| Sample Integrity | Signs of slipping or disturbance |
| Soil Description | Visual and tactile characteristics |
flowchart TD
A[Start Boring] --> B[Log Borehole Details]
B --> C[Monitor Water Levels]
C --> D[Perform Thin-Walled Tube Sampling]
D --> E[Record Sampling Details]
E --> F[Document Soil Characteristics]
This ensures all essential details are systematically recorded following IS 2132 guidelines.
| Parameter | Description |
|---|---|
| Borehole No. & Coordinates | Location specifics |
| Drilling Method | Techniques like rotary, auger |
| Groundwater Level | Depth relative to ground surface |
| Sampling Tube No. | Tube identification number |
| Penetration Depth | Length of tube penetration (m) |
| Sample Length | Length of soil sample (cm) |
| Sample Slippage Evidence | Yes/No |
| Soil Properties | Color, texture, structure, etc. |
This detailed approach guarantees reliable soil sample documentation for geotechnical assessments.
Equipment and Materials Overview According to IS 2132
| Parameter | Description |
|---|---|
| Borehole No. & Coordinates | Site location information |
| Drilling Method | Rotary, auger, or other |
| Surface Elevation | Ground level at borehole site |
| Water Levels | Measurements before/after casing, pressure zones |
| Sampling Tube Number | Sample tube identification |
| Depth & Penetration | Sampling depth and tube penetration length |
| Sample Length & Condition | Sample length, evidence of slippage or disturbance |
| Soil Description | Composition, texture, color, structure |
flowchart TD
A[Begin Boring] --> B[Record Borehole Details]
B --> C[Measure Water Levels]
C --> D[Insert Thin-Walled Tube]
D --> E[Log Sampling Data]
E --> F[Withdraw Sample and Describe Soil]
F --> G[Label and Store Sample]
G --> H[Complete Data Sheet]
References:
This ensures consistent and reliable soil sampling and documentation.
Essentials of Sampling Procedure as per IS 2132
| Condition | Maximum Sampling Interval |
|---|---|
| Stratum Change | Immediate |
| Normal Sampling | 1.5 meters |
| If Vane Shear/SPT conducted | Up to 3 meters |
flowchart LR
A[Commence Sampling] --> B{Is Clean-out Completed?}
B -- Yes --> C[Proceed with Sampling]
B -- No --> D[Delay Not Permitted]
C --> E{Is There a Stratum Change?}
E -- Yes --> F[Sample Immediately]
E -- No --> G{Is Distance Less Than 1.5m?}
G -- Yes --> H[Sample]
G -- No --> I{Are Vane Shear or SPT Tests Conducted?}
I -- Yes --> J[Interval Up to 3m]
I -- No --> K[Maintain 1.5m Interval]
This procedure ensures collection of representative and minimally disturbed soil samples.
Key Aspects of Field Notes and Data Logging per IS 2132
| Parameter | Description |
|---|---|
| Groundwater Level | Water table elevation |
| Drilling Water Loss Elevation | Depth where water loss occurred |
| Excess Pressure Zones | Depths with pressurized water |
| Penetration Depth | Depth attained by sampling tube |
| Water Levels Pre/Post Casing | Changes due to casing insertion |
| Sample Recovery Ratio | (Sample length / penetration) × 100% |
Tube Number: _______
Job Identification: _______
Sample Location: _______
Borehole Number: _______
Sample Number: _______
Penetration Depth: _______ m
Gross Recovery Ratio: _______ %
flowchart TD
A[Initiate Drilling] --> B[Record Surface Elevation]
B --> C[Log Groundwater Levels]
C --> D[Deploy Sampling Tube]
D --> E[Record Penetration and Water Levels]
E --> F[Withdraw Sample and Measure Recovery]
F --> G[Label Sample Tube]
G --> H[Complete Observation Proforma]
Comprehensive field documentation facilitates quality assurance in soil sampling.
Guidelines for Sample Handling, Sealing, and Transport per IS 2132
| Aspect | Specification |
|---|---|
| Bedding | Moist sand, jute bags, or sawdust |
| Storage Location | Shade, protected from sun exposure |
| Labeling | Sample ID, collection date/time, location, data sheets |
| Sealing | Airtight seals or caps |
| Transportation | Sturdy containers with moist bedding |
flowchart LR
A[Sample Collection] --> B[Seal Immediately]
B --> C[Place on Moist Bedding]
C --> D[Cover with Moist Bedding]
D --> E[Label Sample Container]
E --> F[Pack in Sturdy Shipping Container]
F --> G[Ship Maintaining Sample Conditions]
This ensures sample integrity from collection through testing.
Reporting Requirements and Data Formats per IS 2132
Sample labels must display:
[ \text{GRR} = \frac{\text{Length of Soil Sample Recovered}}{\text{Tube Penetration Length}} \times 100% ]
| Item | Description |
|---|---|
| Borehole Number & Coordinates | Identification and site location |
| Drilling Method | Rotary, auger, percussion, etc. |
| Water Levels | Groundwater, pre/post casing levels, pressure zones |
| Sampling Details | Depth, method, penetration, sample size |
| Sample Condition | Disturbance status, slipping, soil type |
| Label Information | Tube number, job, location, penetration, GRR |
flowchart TD
A[Start Boring] --> B[Record Borehole Info]
B --> C[Monitor Water Levels]
C --> D[Conduct Sampling]
D --> E[Document Sampling Data]
E --> F[Label Sample Tubes]
F --> G[Compile Report]
G --> H[Submit and Archive Data]
Adhering to this framework ensures compliance with IS 2132 reporting standards.
IS 2132 Appendix A: Standardized Format for Recording Observations
| Section | Details to Capture |
|---|---|
| Project & Borehole Info | Project name, borehole number, coordinates, drilling method, surface and borehole elevations, casing info, driller's name, dates |
| Water Level Data | Groundwater levels, drilling water loss, excess pressure zones, water levels before and after casing, mud usage |
| Sampling Details | Sampling tube number, cleaning method and time, casing depth, sampling date/time, water level during sampling, penetration depth, sample length and weight, soil description, remarks |
| Parameter | Typical Entry |
|---|---|
| Penetration Depth | Example: 5.5 meters |
| Distance from Tube Top to Sample Top | Example: 0.1 meters |
| Sample Length in Tube | Example: 0.5 meters |
| Tube and Sample Weight | Example: 12 kg |
| Evidence of Sample Slipping | Yes or No |
| Soil Description | Clayey, moist, brown, firm |
flowchart TD
A[Begin Borehole Drilling] --> B[Record Water Levels]
B --> C[Prepare for Sampling]
C --> D[Insert Sampling Tube]
D --> E[Document Sampling Details]
E --> F[Label Sample Tubes]
F --> G[Complete Field Log Sheet]
Summary: Employ this detailed proforma to ensure thorough recording of all drilling and sampling observations, with particular attention to water table and sample integrity.
Frequently Asked
Thin-walled sampling tubes must adhere to the specifications outlined in IS 11594-1985, being constructed from stainless steel or copper. The standard limits tube sizes to four indigenous variants, designed specifically to obtain undisturbed soil samples mainly from soft to medium soils. For very loose saturated soils, piston samplers as per IS 10108-1982 are recommended. Exact dimensions are detailed within IS 11594-1985.
Preparation of the borehole must ensure minimal soil disturbance by cleaning the hole up to the sampling depth using gentle methods. In saturated sandy or silty soils, drilling tools should be withdrawn slowly to prevent soil loosening. Equipment must provide a clean borehole without disrupting surrounding soil and allow rapid insertion of the sampling tube. If casing is applied, the equipment should enable casing driving/removal with pressure pumping for clean-out. Bailers with flap valves are discouraged in sandy soils. A clearance of 10-20 mm below the sampling tube head should be maintained to accommodate cuttings. After insertion, the sampler should remain in place for 5 minutes before being rotated twice to shear the sample cleanly before extraction.
To maintain soil sample integrity, the sampling tube should be pushed rapidly and continuously to the desired depth, allowing approximately 50 mm clearance for cuttings and 10-20 mm below the sample head. After reaching the target depth, a pause of at least 5 minutes allows soil consolidation around the sampler. The tube is then rotated two full revolutions to shear the sample from the soil mass before careful withdrawal. Clean-out of the borehole should be conducted using methods that avoid disturbance, such as slow removal of drilling tools in saturated soils. When using SPT equipment, tube penetration should be limited to 50 blows to reduce disturbance.
Immediately after collection, samples should be sealed to prevent moisture loss and contamination. Approximately 20 mm of soil is trimmed from the bottom end of the sampling tube, both ends are cleaned, and disturbed soil is removed from the top end with recording of its length and type. Both ends are sealed using wax heated just above its melting point, taking care not to contaminate the sample. Any void inside the sampler is filled with moist soil or sawdust, and ends are capped tightly. Samples must be stored in shaded conditions on a moist bed of sand, jute bags, or sawdust, which also covers the top. During transportation, the same moist bedding and covering should be maintained inside sturdy, sealed containers to preserve sample moisture and prevent mechanical damage.
Compliance requires recording detailed field data including groundwater level, depths where drilling water loss or excess water pressure occur, and borehole bottom depth relative to ground level. Data on the sampling tube includes the length of soil sample recovered, distance from tube top to sample top, and penetration depth under the tube's own weight plus rods. Water levels inside the borehole before, during, and after casing use must be noted. Sample tubes must be labeled with tube number, job designation, sample location, borehole number, sample number, penetration depth, and gross recovery ratio. This comprehensive data capture ensures traceability and quality control throughout the sampling process.
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