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Urban underground space detection solutions

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Description

Seismic Solutions:Urban underground space detection solutions

Ⅰ. Overview

With the rapid development of cities, urban safety issues are becoming more and more prominent and the demand is becoming more and more urgent, including 0-100m high-precision detection of road collapse, pipeline safety, subway safety, etc., which is in a technical gap. At present, urban construction, emergency response, disaster prediction, and environmental protection urgently need high-precision underground detection.

Subway and road collapses occur frequently,
Subway and road collapses occur frequently, Frequent house collapses, Natural gas pipelines are frequently cut
Frequent leakage in urban water supply networks,
Frequent leakage in urban water supply networks, Frequent landslides, Frequent dam leakage
Problem 1: Road collapse
Road collapse
Problem 2: Leakage in pipelines and air-raid shelters
Deep buried pipelines, pipeline leakage, air raid shelters, tombs
Deep buried pipelines, pipeline leakage, air raid shelters, tombs, etc.
Problem 3: Subway safety collapse
Subway maintenance safety
Subway maintenance safety and subway construction safety issues frequently occur

II. Technical Status

Urban underground space detection mainly includes the detection of underground stratum structure, bedrock surface depth and ups and downs, active faults, ground fissures, boulders, cavities, water-richness, bearing capacity, rock and soil quality and other geological information. It is the information basis for conducting geological surveys of multiple elements (space, resources, environment, disasters) of urban underground space and promoting transparent urban construction.

Difficulties:
  • There are many interference factors, such as noise interference, human flow interference, industrial interference, electromagnetic interference, current interference, traffic track interference, building interference, etc.;
  • Urban geophysical exploration requires high accuracy, and the accuracy generally needs to reach the meter level, even the centimeter level and millimeter level;
  • Sometimes it is limited by the site, construction time, etc.
  • Currently, shallow layer detection is mainly based on drilling – destructive, time-effective, costly, difficult to construct, and poor spatial control ability.
drilling - destructive
Application requirements:
  • Urban geophysical exploration methods must be practical, flexible, fast, targeted, and have strong anti-interference capabilities.
  • The industry urgently needs “two highs and one low” (high efficiency, high precision, and low cost) technical methods to improve service capabilities.

III. Integrated solution

Scale-optimized deployment of vibration sensors and other sensing devices, construction of data transmission networks and data centers, and use of big data and artificial intelligence algorithms to obtain a variety of application results.

application results
  • Sensing: High-precision, wide-band sensors, low-noise digital node instruments are the main ones, supplemented by more than 20 high-precision sensors developed including fiber optic sensors, inclinometers, gyroscopes, etc., which are suitable for land, water, and underground scenes, effectively replacing imports, greatly reducing costs, and laying the foundation for large-scale deployment.
  • Transmission: Low-power 4G/5G transmission technology, self-organizing network transmission technology, drone data recovery technology, compressed sensing data compression technology, etc. to achieve large-scale sensor access and high-speed transmission of massive data.
  • Knowledge: Spatiotemporal big data promotes the development of cloud computing with technological innovation and model innovation.

IV. Technical Principles

The imaging method based on scattered waves in the seismic wave field has the biggest advantage of not being restricted by material for pipeline detection (especially for PE pipes and cement pipelines), and the imaging method based on wave theory has high accuracy (refer to sonic logging), which can complete high-precision pipeline positioning and imaging within a few meters underground.

Technical Principles

IV. Application scenarios

1. Application scenarios for underground space resource planning and design

Using technologies such as three-component frequency imaging (internationally leading) to obtain a three-dimensional urban underground model with multiple elements (stratum structure, bedrock surface, caves, faults, weak interlayers, geotechnical indicators), it provides a data basis for urban underground resource assessment, planning, utilization and development.

Application scenarios for underground space resource planning and design
Application scenarios for underground space resource planning and design
Survey line layout
Application scenarios for underground space resource planning and design
Application scenarios for underground space resource planning and design

The physical parameter data of 105 boreholes in the preliminary and detailed survey stages of this area (including: water content, mass density, gravity density, porosity, saturation, plasticity index, liquid limit index, compression modulus, permeability coefficient, bearing capacity) were collected, and the data were sorted and loaded.

Compression modulus model
Compression modulus model
Carrying capacity model
Carrying capacity model
2. Application scenarios of geological disaster detection

Combined with satellite remote sensing, ground equipment uses resonance frequency, amplitude attenuation, dispersion, settlement, displacement, deformation and other characteristic calculations to achieve landslide and other geological disaster monitoring.

Satellite remote sensing + ground-based low-frequency
Satellite remote sensing + ground-based low-frequency three-component seismic equipment + a small amount of underground equipment can effectively monitor landslides

Landslide detection application in a certain area: a total of 13 two-dimensional survey lines were collected, processed, interpreted as layers and sliding surfaces.

detection application
multi-stage sliding

The landslide has the characteristics of multi-stage sliding. This study believes that there are mainly three sliding surfaces. Among them, the sliding surface F1 developed in the weak layer near the top of the bedrock is the main sliding surface. The sliding surfaces F2 and F3 are located in the weak layer above F1, with a gradually decreasing range, and are secondary sliding surfaces.

3D geological structure model of landslide area
3D geological structure model of landslide area
3. Application scenarios of road collapse detection

The time-varying characteristics of underground imaging amplitude, attenuation and dispersion characteristics are used to realize road collapse detection and monitoring.

3.1 Application of road collapse caused by water pipe leakage

Application of road collapse caused by water pipe leakage

3.2 Application of loess subsidence survey

Loess is eroded by rainwater, forming multiple underground cavities, and the surface of the larger cavity area collapses.

 Application of loess subsidence survey
 Application of loess subsidence survey
 Application of loess subsidence survey
4.Road Damage Subgrade Detection
Road Damage Subgrade Detection
Road Damage Subgrade Detection
Road Damage Subgrade Detection

This loose layer is about 8 meters deep and may not have much impact in the short term, but may be potentially dangerous in the long term.

5. Subway application scenarios

Subway survey, construction safety, and monitoring. Taking a certain city subway as an example, a collapse occurred in front of a certain line shield.

(1) Key engineering geological issues: During the shield tunneling process of the subway tunnel, an underground cavity was encountered and a collapse occurred at the face. Due to the existence of important buildings on the surface, it is urgent to detect the scope of the underground cavity encountered by the subway tunnel, and then evaluate its impact on the surface buildings.

(2) Survey line deployment: One two-dimensional survey line is deployed in the direction parallel to and perpendicular to the subway tunnel. Each survey line has 24 points and the point spacing is 1m.

On-site work photos
On-site work photos
On-site work photos
Frequency imaging line profile parallel to the subway tunnel

In the frequency imaging section parallel to the tunnel direction, the tunnel and the shield machine are clearly imaged. It is inferred that the blue area in front of the shield machine is the underground cavity development area.

Frequency imaging line profile perpendicular to the subway tunnel
Frequency imaging line profile perpendicular to the subway tunnel

On the frequency imaging section perpendicular to the tunnel direction, the tunnel cross section is clearly imaged and is consistent with the tunnel burial depth on the section parallel to the tunnel direction.

6. Underground pipeline application scenario

Sewer pipeline detection in a park

Underground pipeline application scenario

The left picture shows the on-site photos of underground pipeline detection and the photos of the exposed cement pipeline (pipeline buried 1.6 meters deep, pipe diameter 50 centimeters).

The right picture shows the geological radar imaging of the cement pipeline. The red dotted circle is the image of the underground pipeline. The buried depth of the pipeline can be accurately read in the red frame, which is consistent with the exposed measurement depth value.

FAQ

The double tap has a large current and can be used for IP testing to get more accurate data.

High-density apparent resistivity method is an array prospecting method, also known as automatic apparent resistivity system, which is developed from direct current method. Its function is equivalent to the combination of quadrupole sounding and electrical profiling method. The artificial electric field is formed by supplying electricity to the underground through electrodes. The distribution of the electric field is closely related to the distribution of the resistivity of the underground rock and soil medium. By measuring the artificial electric field at different parts of the surface, the distribution of the apparent resistivity of the underground medium is understood, and the underground geological structure is inferred and interpreted based on the distribution of the apparent resistivity of the rock and soil medium.

The principle of high-density electrical method is the same as that of traditional resistivity method. It is a combination method of multiple devices and multiple pole distances that integrates electrical depth sounding and electrical profiling method, which can obtain the conductivity characteristics of two-dimensional underground media. It has the characteristics of multi-device data acquisition in one pole arrangement, and highlighting abnormal information by obtaining ratio parameters, which greatly increases the amount of collected data, improves work efficiency, and ensures the accuracy and reliability of the pole running process.

This method is particularly sensitive to the water content of the surrounding rock. If the surrounding rock is broken and contains water, its apparent resistivity is significantly reduced. The apparent resistivity of intact and hard rock and soil is significantly higher than that of the surrounding rock in the fault zone or broken zone and water-rich zone. This method has a clear principle and intuitive images. It is a geophysical method with high resolution. In recent years, with the improvement of computer data acquisition technology, the exploration efficiency has been greatly improved, the coverage area and detection depth of the profile have been increased, reliable data can be obtained in a strong interference environment, the signal-to-noise ratio has been greatly improved, and the geological body can be accurately detected. This method has been widely and successfully applied in engineering and hydrogeological exploration and exploration of mineral and water resources.

(1) Application in coalfield and mine goaf detection

(2) Non-destructive detection of termite nests in dam foundations

(3) Karst and foundation surveys of railways, roads and tunnels

(4) Delineation of stratum lithology boundaries

(5) Survey of the leakage range of landfills

(6) Ancient tomb surveys

(7) Detection of sewage pipes

(8) Non-destructive testing of leakage in reservoirs and river dams

(9) Detection of bedrock fracture zones

(10) Soil salinity and water quality surveys

(11) Detection of ancient tunnels, air-raid shelters, metal burial sites, etc.

(1)The high-density resistivity method is based on the resistivity method, so it is suitable for all underground explorations with obvious conductivity differences;

(2)Any medium underground will have a weak polarization potential at the moment of power on and off, which will affect our measurement of the true potential difference. When the electrode distance is small, the loop current is large, which has little effect on the measurement results; when the electrode distance is too large, the interference potential is close to the effective potential, which has a greater impact on the measurement results. Therefore, due to the influence of the power supply electrode distance, the exploration depth cannot be too large, generally within 100m. When the conductivity of the soil medium is good, it can be appropriately increased, and the exploration depth in the soil medium with poor conductivity is appropriately smaller;

(3)It is generally less used in cities, near large transmission lines, etc. due to site restrictions and industrial stray current interference; 4. In areas such as concrete pavements and exposed bedrock surfaces, it is also less used due to the difficulty of electrode layout.

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