In development Initiatives / Current focus

Understanding changes within a slope, from below ground.

After rainfall, there are few ways to know continuously what is happening inside an individual slope. SAND-X is developing a sensing device that continuously measures changes in subsurface conditions such as soil moisture and water pressure.

01 — PROBLEM

What happens inside a slope is difficult to see

Even under the same rain, ground conditions differ from slope to slope. Subsurface moisture and water pressure cannot be seen from the surface, so what is happening inside each slope after rain remains hard to know from above ground.

Understanding changes within a slope through subsurface sensing Rain infiltrates a slope, changing moisture and pore water pressure below the surface where they cannot be seen. A pile-type sensor installed about 1 m below ground captures these changes. Numbers correspond to the list. 01 02 03 04
  1. 01 Rain falls
  2. 02 Water infiltrates
  3. 03 Subsurface moisture and pore pressure change
  4. 04 Captured from below ground
Understanding changes within a slope through subsurface sensing (mobile) Rain infiltrates a slope and subsurface moisture and pore water pressure change. A pile-type sensor captures these changes. Numbers correspond to the list below. 01 02 03 04
  1. 01 Rain falls
  2. 02 Water infiltrates
  3. 03 Subsurface moisture and pore pressure change
  4. 04 Captured from below ground
02 — STATIC / DYNAMIC

Static risk locations and dynamic conditions

“Where could be at risk” and “what is at risk right now” are different questions. Layering current subsurface conditions onto the risk locations shown by existing information adds to what decisions can be based on. It does not replace static information.

03 — WHY UNDERGROUND WATER

Why we measure water below the surface

Changes in slope condition are related to subsurface moisture and water pressure. As rain infiltrates, water content and pore water pressure change, altering the forces that hold soil particles together and affecting conditions within the slope. Rather than relying on surface rainfall alone, we aim to capture what is actually happening below ground.

Why we measure water below the surface As rain infiltrates, moisture and water pressure in the pore spaces between soil particles change, altering the forces between particles and affecting conditions inside the slope. Left: the slope (macro). Right: soil particles and water (micro). MACRO Slope MICRO Soil particles & water Rain falls and infiltrates Soil particle Pore water Inter-particle forces Pore water increases and pressure changes Rainfall Infiltration Water & pressure change Slope conditions change
Why we measure water below the surface (mobile) MACRO Slope MICRO Soil particles & water
  • Soil particle
  • Pore water
  • ↕Inter-particle forces
  1. Rainfall
  2. Infiltration
  3. Water & pressure change
  4. Slope conditions change
04 — TARGETS

Scope

Technical studies and prototyping are focused on natural slopes and steep slopes, including the surface layers of slopes managed under sabo (sediment control) programmes. We believe the same way of measuring can extend to other slopes and earthworks where rain and subsurface water affect their condition.

Current focus

  • Natural slopes
  • Steep slopes

Possible extensions

  • Railway embankments and slopes
  • Behind retaining walls
  • Irrigation pond embankments
05 — DEVICE
In development

Device overview

We are developing a pile-type sensing device that continuously measures subsurface moisture and water pressure (the causes of changes in condition) together with tilt and vibration (their effects), at the same place and the same time, in a single pile.

Planned measurements

  • Pore water pressure
  • Volumetric water content
  • Tilt
  • Acceleration
  • Other parameters

Planned structure

Above ground
Power generation and communication
Below ground
Installed about 1 m deep, measuring at several depths
Specifications may change during technical study and prototyping.
Pile-type sensing device Concept: the above-ground unit handles power and communication, and the pile installed about 1 m below ground senses at several depths. Surface c. 1 m ABOVE GROUND Above ground Power, communication, control UNDERGROUND Below ground Sensing at several depths MEASUREMENTS Planned measurements Pore water pressure Volumetric water content Tilt Acceleration Other parameters
Surface c. 1 m Above ground Below ground
06 — DATA FLOW

From the field to the cloud.

Data captured below ground is sent to the cloud, where it is processed, analysed and visualised. Changes in condition are notified to slope managers. The data goes to those who manage the slope; it is not a substitute for evacuation information.

07 — SCOPE AND LIMITS

What can be captured

Sensing has limits in both depth and horizontal coverage. Field testing will establish which phenomena — shallow slope failure, landslide, debris flow or others — can be captured, and to what degree.

Sensing range and limits Depth: installed about 1 m below ground, the device measures conditions around itself; deeper zones cannot necessarily be measured directly. Horizontal: one sensor cannot represent a whole slope, so several may be placed; spacing and number depend on site conditions. A DEPTH B HORIZONTAL Surface c. 1 m Measures conditions around the device Measured zone Possibly measurable Beyond direct reach One sensor cannot represent a whole slope Range of one sensor Several sensors may be placed
A DEPTH
Measures conditions around the device
Measured Possible Beyonddirect reach c. 1 m
B HORIZONTAL
One sensor cannot represent a whole slope
One sensor covers only its surroundings
  • Measured zone
  • Possibly measurable
  • Beyond direct reach
  • Depth limits

    With installation at about 1 m, direct measurement is limited to the shallow zone.

  • Horizontal placement

    Ground is heterogeneous, and a single measurement point does not necessarily represent the whole slope. Placement method and density will be verified.

  • Deeper slip surfaces

    Moisture and water pressure at depth cannot be measured directly. Displacement such as tilt and acceleration may reveal changes in condition; this will be verified.

08 — DATA VALUE

Potential uses of the data

Beyond detecting anomalous trends in future, we are exploring the value of this data for existing slope management and civil engineering decisions. The aim is to add to the information available for decisions, not to automate them.

  • Measured inputs for slope stability analysis

    Using measured rather than assumed values in analysis.

  • Continuous slope monitoring

    Tracking subsurface conditions over time, including before and after rainfall.

  • Monitoring after works

    Continuously checking the effect of countermeasure works and subsequent changes.

  • Maintenance management

    Informing inspection and maintenance priorities.

  • Detecting anomalous trends in future

    Target phenomena and conditions will be defined through testing.

09 — DEVELOPMENT STAGE

Current development stage

The sensing device is being prototyped; measurement and field testing lie ahead. We will adapt PoC units to field conditions, with joint verification with partners in view. We are looking for partners for field trials to establish whether the device can be installed on site, how reliable communication is, and how measurements relate to changes in slope condition.

View development status
10 — CONTACT

Talk to us about research and technical collaboration on slope sensing.

We welcome conversations with municipal and prefectural governments, infrastructure operators, universities and research institutes, and construction and disaster risk management companies about research and technical collaboration and future field testing.