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Technical report · Geotechnics

Dynamic Probing Light (DPL)

At Geo Costa Rica, we perform Dynamic Probing Light (DPL) tests to investigate how ground resistance varies with depth using compact, portable equipment. This method is particularly useful where site access restricts the use of larger equipment.

Lightweight Compact equipment for geotechnical investigation
Accessible Useful where larger equipment cannot easily enter
Continuous Shows changes in resistance with depth
01
Light dynamic probing

Investigating how ground resistance changes with depth

DPL (Dynamic Probing Light) is a dynamic penetration test in which a cone is driven into the ground by controlled impacts, recording resistance as it advances.

The technical question

Where does ground resistance change, and how does it vary with depth?

As the cone advances, the number of blows required to achieve a specified penetration is recorded. These measurements provide a dynamic penetration resistance profile of the ground.

Observed variations can help identify changes in the subsurface and provide useful information for soil studies and other geotechnical investigations.

02
A practical advantage

Geotechnical investigation where site access is a constraint

The size and mobility of DPL equipment make it possible to work in places where bringing in larger machinery or exploration rigs may be difficult.

Portability

Especially useful when mobility matters

The equipment can be transported and operated manually, facilitating investigations on properties where site conditions make it difficult to bring in larger drilling systems.

Narrow access Properties with limited space for equipment entry
Sloping terrain Sites where mobility may constrain investigation
Confined areas Courtyards and areas inaccessible to larger machinery
Rural locations Investigations where simple equipment transport is important

Portability is an advantage of DPL, but it does not automatically make it the appropriate method for every site. Selection must be based on ground conditions and the investigation objectives.

03
DPL procedure

A cone, controlled impact energy, and a continuous blow-count record

The test uses a lightweight dynamic probing system to record the resistance offered by the ground as the cone advances.

Test principle

Record how many blows are needed for the cone to advance

A typical DPL setup uses a 10 kg with an approximate drop height of 50 cm.

During testing, the number of blows required for successive increments of cone penetration is recorded. The result is commonly expressed as N10, representing the number of blows per 10 cm of penetration.

Greater ground resistance generally requires more blows to achieve the same penetration.

Position

The equipment is positioned vertically over the investigation point.

Drive

The hammer delivers the energy needed to drive the cone progressively into the ground.

Count

The number of blows required for each penetration interval is recorded.

Advance

The process continues to develop a resistance record with depth.

04
Test results

From blow counts to a ground resistance profile

By relating recorded values to depth, we can observe variations in the dynamic resistance of the ground and identify intervals requiring particular interpretation.

What can be observed

Changes in resistance help reveal variations within the subsurface

DPL records can identify increases, decreases, and contrasts in resistance with depth.

Resistance variation Changes in N10 during penetration
Contrasts with depth Intervals where ground behavior changes
Geotechnical profile A basis for integrating test results with other information
Further investigation Identifying intervals that may require other methods
Geotechnical interpretation

DPL records resistance; interpretation explains what it means

Because the test does not recover samples, changes in the record should not automatically be interpreted as changes in soil type. At Geo Costa Rica, we integrate the results with available site information and, when appropriate, other investigation methods.

05
Choosing a method

DPL and SPT investigate the ground in different ways

Both tests use dynamic penetration, but their equipment, procedures, and scope differ. The choice depends on the technical question and project conditions.

When DPL is not enough

Some ground conditions require a different investigation method

Very dense, gravelly, cemented, or rocky materials may limit penetration. Some projects also require samples or investigation to greater depths.

Frequently Asked Questions

Common questions about DPL testing

Comparison

Are DPL and SPT the same test?

No. Both are dynamic penetration tests, but DPL uses a cone and lightweight equipment, whereas SPT uses a sampler inside a borehole and allows a disturbed sample to be recovered.

Sampling

Does DPL collect soil samples?

No. The test records penetration resistance using a cone. Other investigation methods may be needed when materials must be identified directly.

Depth

How deep can a DPL test go?

Achievable depth depends on material resistance, ground conditions, and equipment configuration. A substantial increase in resistance may prevent further penetration.

Quotation

How much does a DPL test cost?

Cost depends on location, accessibility, number of test points, required depth, and investigation scope. We can prepare a quotation after reviewing your project characteristics.

Geo Costa Rica · DPL Testing

Request Your Dynamic Probing Light Test

Geo Costa Rica performs DPL tests for geotechnical investigations and soil studies throughout Costa Rica, including properties where access conditions call for compact, easily transportable equipment.

To review your project
Location Property location or site coordinates
Access Conditions for reaching the test location
Project Type of construction or intended investigation
Objective What ground condition you need to understand