Underground Safety Discipline
Ventilation, gas monitoring, ground control, refuge provisions, rescue arrangements and confined space procedures are managed to the standards underground work requires.

To build tunnels and shafts safely and to line, grade and tolerance, with methods selected from honest interpretation of the ground rather than from what a schedule would prefer.
Who We Are
Marthendal is a tunneling contractor delivering bored tunnels, sequentially excavated tunnels, shafts, microtunneling and pipe jacking, and tunnel rehabilitation. Our capability covers method selection and construction planning from geotechnical data, tunnel boring machine operations including segmental lining erection and grouting, sequential excavation with shotcrete, lattice girders, rock bolts and spiling, ground improvement by grouting, dewatering and ground freezing where conditions require, shaft sinking with secant pile, caisson and liner plate methods, ventilation and underground safety systems, and the instrumentation and monitoring programs that underground work in urban settings demands.
Marthendal works with agencies, utilities and consultants near . Underground construction is governed by ground behavior more than by any other factor, and the most expensive mistakes come from committing to a method before the geology is properly understood. We read geotechnical baseline reports critically, identify where data is thin, and plan for the conditions that could reasonably be encountered rather than only the expected case. Our monitoring programs define response levels and the actions associated with each before excavation begins, so when an instrument reads high the response is a prepared plan rather than a site discussion under pressure.

Our Mission
To protect the people working underground and the structures above through disciplined ground control, ventilation and instrumented monitoring with prepared responses.
Track Record
Our Advantages
Ventilation, gas monitoring, ground control, refuge provisions, rescue arrangements and confined space procedures are managed to the standards underground work requires.
Face pressure, grouting and advance rate are controlled against surface readings, and compensation grouting is available where sensitive structures lie above.
We read baseline reports critically and identify where data is thin, because committing a method to assumed ground is how underground projects fail expensively.
Tunneling skill is built over years and cannot be improvised. Our crews and shift supervisors have worked through difficult ground and know the warning signs.
For utility crossings we evaluate trenchless options honestly against open cut, including the risks each method carries in the particular ground involved.
Monitoring thresholds come with predefined actions, so a high reading triggers a plan rather than an argument on site at two in the morning.
As-built alignment, lining records, grout logs and monitoring history are surveyed, compiled and issued, because the asset outlives the contract.
Monitoring data, advance rates and grout volumes go to the owner as they are recorded, so nobody learns about a problem from a surface crack.
Boring, sequential excavation and pipe jacking each suit different ground. We read the investigation and the risk register before proposing anything.
Compliance
Surface structures are surveyed before and during the drive.
Sectors
Transit and rail agencies and water utilities award us drives and shaft works.
Client Feedback
They flagged thin geotechnical coverage along one stretch during tendering and priced contingency support for it. We hit exactly the conditions they anticipated and the drive continued without a claim fight.
Monitoring thresholds and the actions attached to them were agreed before excavation. When a building point moved, everyone already knew what would happen.
They rehabilitated an operating tunnel in night windows for four months and handed it back clean every single morning. That discipline is harder than the engineering.
Share your alignment, geotechnical data and constraints with Marthendal, and we will advise on methods, risks and a construction approach.

Ground conditions govern everything underground, so we invest in geotechnical review, baseline interpretation and contingency planning before committing to a method and schedule.
Our Services

Cast-in-place and precast final linings, waterproofing membranes, contact and backfill grouting, invert construction, drainage, portal structures and finishing works, with lining thickness, cover and watertightness verified against the specification.
Request a Quote
Inspection, assessment and rehabilitation of existing tunnels including concrete repair, crack and joint sealing, relining with segmental or sprayed systems, invert reconstruction, drainage restoration and work staged to maintain partial operation where the asset cannot be closed.
Request a Quote
Permeation and jet grouting, compensation grouting, dewatering, cutoff walls and ground freezing to control groundwater and improve ground before or during excavation, selected by permeability, grain size and the settlement sensitivity of what lies above.
Request a Quote
Sequentially excavated tunneling with shotcrete, welded mesh, lattice girders, steel sets, rock bolts, forepoling and spiling, with round length, support pattern and face division adjusted by observed ground class under an agreed excavation and support classification.
Request a Quote
Trenchless installation of utility and drainage pipelines by microtunneling, pipe jacking and auger boring beneath roads, railways, rivers and structures, with line and grade control, lubrication management, jacking force monitoring and intermediate jacking stations on long drives.
Request a Quote
Construction of access, ventilation, launch and retrieval shafts using secant and tangent pile walls, diaphragm walls, caisson sinking, liner plate and shotcrete methods, with base stability analysis, dewatering control and permanent lining installed to the design requirements.
Request a Quote
Operation of earth pressure balance, slurry and open-mode machines with segmental lining erection, annulus grouting, face pressure management, cutterhead intervention planning and muck handling, including performance monitoring that detects over-excavation or face instability before surface effects appear.
Request a Quote
Installation and reading of surface and building settlement points, inclinometers, extensometers, convergence arrays, piezometers, tiltmeters, strain gauges and vibration monitors, with automated data acquisition, agreed response levels and documented action plans at each threshold.
Request a QuoteOur Process
We study geotechnical data, groundwater conditions, surface constraints and existing utilities, then select methods and identify where conditions could differ from baseline.
Excavation sequence, support classes, ground improvement, ventilation and the monitoring program with response levels and actions are planned and agreed before work starts.
Excavation proceeds with support installed per observed ground class, monitoring read on schedule, and advance parameters adjusted against instrument response.
Final lining, waterproofing, drainage and finishing works are completed, verified against specification, and handed over with as-built and monitoring records.
Our Advantages
Ventilation, gas monitoring, ground control, refuge provisions, rescue arrangements and confined space procedures are managed to the standards underground work requires.
Face pressure, grouting and advance rate are controlled against surface readings, and compensation grouting is available where sensitive structures lie above.
We read baseline reports critically and identify where data is thin, because committing a method to assumed ground is how underground projects fail expensively.
Tunneling skill is built over years and cannot be improvised. Our crews and shift supervisors have worked through difficult ground and know the warning signs.
For utility crossings we evaluate trenchless options honestly against open cut, including the risks each method carries in the particular ground involved.
Monitoring thresholds come with predefined actions, so a high reading triggers a plan rather than an argument on site at two in the morning.
As-built alignment, lining records, grout logs and monitoring history are surveyed, compiled and issued, because the asset outlives the contract.
Monitoring data, advance rates and grout volumes go to the owner as they are recorded, so nobody learns about a problem from a surface crack.
Boring, sequential excavation and pipe jacking each suit different ground. We read the investigation and the risk register before proposing anything.
Questions & Answers
Technical queries during a drive reach the tunnel engineer directly.
Read MoreIt happens, which is why we plan for reasonably foreseeable variation and maintain contingency support classes and methods. Differing conditions have contractual implications too, and accurate records of what was encountered protect both parties in that discussion.
By exclusion or control, depending on ground. Closed-mode machines, grouting, cutoff walls, dewatering and ground freezing are all options. Permeability and grain size govern which techniques work, and dewatering near settlement-sensitive structures requires particular care.
Often yes, with work staged into closure windows and full reinstatement before reopening. This constrains productivity considerably and requires meticulous planning of material, equipment and clean-up within each window, but it avoids extended closure of a critical asset.
Through face pressure management, controlled advance rate, prompt and complete annulus grouting, and ground improvement or compensation grouting where structures are sensitive. Instrumentation with agreed response levels makes the control active rather than retrospective.
Share your alignment, geotechnical data and constraints with Marthendal, and we will advise on methods, risks and a construction approach.

Settlement, convergence, groundwater and vibration are instrumented with response levels and action plans agreed in advance, not decided once a reading looks alarming.
Projects & Case Studies

A pipe jacking drive beneath an active rail corridor with jacking force monitoring, lubrication management and an intermediate jacking station, completed without track possession beyond the agreed windows.

Concrete repair, joint sealing, drainage restoration and invert reconstruction in an operating tunnel, staged in night closures with full reinstatement for service each morning.

A sequentially excavated adit through mixed face conditions, with support class adjusted at the face as ground changed and round length reduced where convergence readings indicated.

An earth pressure balance drive beneath a built-up corridor with segmental lining and annulus grouting, face pressure controlled against automated surface settlement readings and compensation grouting available for sensitive structures.
Track Record
Client Feedback
They flagged thin geotechnical coverage along one stretch during tendering and priced contingency support for it. We hit exactly the conditions they anticipated and the drive continued without a claim fight.
Monitoring thresholds and the actions attached to them were agreed before excavation. When a building point moved, everyone already knew what would happen.
They rehabilitated an operating tunnel in night windows for four months and handed it back clean every single morning. That discipline is harder than the engineering.
Share your alignment, geotechnical data and constraints with Marthendal, and we will advise on methods, risks and a construction approach.

Technical queries during a drive reach the tunnel engineer directly.
Questions & Answers
It happens, which is why we plan for reasonably foreseeable variation and maintain contingency support classes and methods. Differing conditions have contractual implications too, and accurate records of what was encountered protect both parties in that discussion.
By exclusion or control, depending on ground. Closed-mode machines, grouting, cutoff walls, dewatering and ground freezing are all options. Permeability and grain size govern which techniques work, and dewatering near settlement-sensitive structures requires particular care.
Often yes, with work staged into closure windows and full reinstatement before reopening. This constrains productivity considerably and requires meticulous planning of material, equipment and clean-up within each window, but it avoids extended closure of a critical asset.
Through face pressure management, controlled advance rate, prompt and complete annulus grouting, and ground improvement or compensation grouting where structures are sensitive. Instrumentation with agreed response levels makes the control active rather than retrospective.
Primarily by ground and groundwater conditions, then by diameter, length, alignment constraints and what lies above. Bored tunneling suits long, consistent drives; sequential excavation suits variable ground and changing cross sections; trenchless methods suit shorter utility crossings. Ground data quality determines how confidently any choice can be made.
Mechanical ventilation, continuous gas monitoring, ground control procedures, communication systems, refuge arrangements, rescue capability and strict confined space and entry control. Underground work does not permit shortcuts, and every crew member is trained in the emergency procedures.
Technical queries during a drive reach the tunnel engineer directly.

Contact
Technical queries during a drive reach the tunnel engineer directly.
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Shaft Construction
Ground conditions govern everything underground, so we invest in geotechnical review, baseline interpretation and contingency planning before committing to a method and schedule.

Transit, water and highway owners tunnel with our crews
Track Record
Our Services
Cast-in-place and precast final linings, waterproofing membranes, contact and backfill grouting, invert construction, drainage, portal structures and finishing works, with lining thickness, cover and watertight
View DetailsInspection, assessment and rehabilitation of existing tunnels including concrete repair, crack and joint sealing, relining with segmental or sprayed systems, invert reconstruction, drainage restoration and work
View DetailsPermeation and jet grouting, compensation grouting, dewatering, cutoff walls and ground freezing to control groundwater and improve ground before or during excavation, selected by permeability, grain size and t
View DetailsSequentially excavated tunneling with shotcrete, welded mesh, lattice girders, steel sets, rock bolts, forepoling and spiling, with round length, support pattern and face division adjusted by observed ground cl
View DetailsTrenchless installation of utility and drainage pipelines by microtunneling, pipe jacking and auger boring beneath roads, railways, rivers and structures, with line and grade control, lubrication management, ja
View DetailsConstruction of access, ventilation, launch and retrieval shafts using secant and tangent pile walls, diaphragm walls, caisson sinking, liner plate and shotcrete methods, with base stability analysis, dewaterin
View Details
Who We Are
Marthendal is a tunneling contractor delivering bored tunnels, sequentially excavated tunnels, shafts, microtunneling and pipe jacking, and tunnel rehabilitation. Our capability covers method selection and construction planning from geotechnical data, tunnel boring machine operations including segmental lining erection and grouting, sequential excavation with shotcrete, lattice girders, rock bolts and spiling, ground
Our Advantages
Ventilation, gas monitoring, ground control, refuge provisions, rescue arrangements and confined space procedures are managed to the standards underground work requires.
Face pressure, grouting and advance rate are controlled against surface readings, and compensation grouting is available where sensitive structures lie above.
We read baseline reports critically and identify where data is thin, because committing a method to assumed ground is how underground projects fail expensively.
Tunneling skill is built over years and cannot be improvised. Our crews and shift supervisors have worked through difficult ground and know the warning signs.
For utility crossings we evaluate trenchless options honestly against open cut, including the risks each method carries in the particular ground involved.
Monitoring thresholds come with predefined actions, so a high reading triggers a plan rather than an argument on site at two in the morning.
As-built alignment, lining records, grout logs and monitoring history are surveyed, compiled and issued, because the asset outlives the contract.
Monitoring data, advance rates and grout volumes go to the owner as they are recorded, so nobody learns about a problem from a surface crack.
Boring, sequential excavation and pipe jacking each suit different ground. We read the investigation and the risk register before proposing anything.
Projects & Case Studies
TrenchlessA pipe jacking drive beneath an active rail corridor with jacking force monitoring, lubrication management and an intermediate jacking station, completed without track possession beyond the agreed windows.
View Details
RehabilitationConcrete repair, joint sealing, drainage restoration and invert reconstruction in an operating tunnel, staged in night closures with full reinstatement for service each morning.
View Details
Sequential ExcavationA sequentially excavated adit through mixed face conditions, with support class adjusted at the face as ground changed and round length reduced where convergence readings indicated.
View Details
Bored TunnelAn earth pressure balance drive beneath a built-up corridor with segmental lining and annulus grouting, face pressure controlled against automated surface settlement readings and compensation grouting available for sensitive structures.
View DetailsOur Process
We study geotechnical data, groundwater conditions, surface constraints and existing utilities, then select methods and identify where conditions could differ from baseline.
Excavation sequence, support classes, ground improvement, ventilation and the monitoring program with response levels and actions are planned and agreed before work starts.
Excavation proceeds with support installed per observed ground class, monitoring read on schedule, and advance parameters adjusted against instrument response.
Final lining, waterproofing, drainage and finishing works are completed, verified against specification, and handed over with as-built and monitoring records.
Client Feedback
They flagged thin geotechnical coverage along one stretch during tendering and priced contingency support for it. We hit exactly the conditions they anticipated and the drive continued without a claim fight.
Monitoring thresholds and the actions attached to them were agreed before excavation. When a building point moved, everyone already knew what would happen.
They rehabilitated an operating tunnel in night windows for four months and handed it back clean every single morning. That discipline is harder than the engineering.
Questions & Answers
Technical queries during a drive reach the tunnel engineer directly.
Read MoreIt happens, which is why we plan for reasonably foreseeable variation and maintain contingency support classes and methods. Differing conditions have contractual implications too, and accurate records of what was encountered protect both parties in that discussion.
By exclusion or control, depending on ground. Closed-mode machines, grouting, cutoff walls, dewatering and ground freezing are all options. Permeability and grain size govern which techniques work, and dewatering near settlement-sensitive structures requires particular care.
Often yes, with work staged into closure windows and full reinstatement before reopening. This constrains productivity considerably and requires meticulous planning of material, equipment and clean-up within each window, but it avoids extended closure of a critical asset.
Through face pressure management, controlled advance rate, prompt and complete annulus grouting, and ground improvement or compensation grouting where structures are sensitive. Instrumentation with agreed response levels makes the control active rather than retrospective.
From Our Desk

Boreholes spaced too widely hide the conditions that cause trouble. How to read a geotechnical baseline report for what it does not say.

Face pressure, advance rate and grouting must respond to instrument readings in real time. What a working monitoring and response regime looks like.

Depth, ground, surface disruption, length and risk tolerance all weigh in. An honest comparison for utility crossings.

Rehabilitation under traffic demands planning of every material movement. How productive work gets done in six-hour windows.
Share your alignment, geotechnical data and constraints with Marthendal, and we will advise on methods, risks and a construction approach.