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The structural calculations for starting, intermediate and target shafts include:

  • The dimensioning of the individual lining elements

  • Earth structural verification

(Image: Attention!)

The following must be taken into account in the load assumptions:

  • Earth and water pressure
  • Traffic loads
  • Introduction of the jacking force into the lining of the starting shaft and the tension forces in the lining of the target shaft
(Image: Model of an earth pressure course as a consequence of the in-situ soil)

Earth pressure

  • soil-mechanical characteristic values of the geotechnical report or starting values of DIN 1055
(Image: Model of a water pressure course as a consequence of the in-situ groundwater)

Water pressure

  • height of the groundwater level
(Image: Model of an earth pressure course as a consequence of soil piles (traffic load))

Traffic load

  • actual loads from …

(Image: Attention!)

When dimensioning the individual lining elements, account must be taken of the final condition as well as all construction phases of their installation and possible removal [Weiße75b].

The earth structural stability analysis includes:

  • Assessment against hydraulic ground failure during construction of the shaft before the introduction of the base for cut off groundwater

  • Assessment of buoyancy security after the introduction of base for cut off groundwater

  • Assessment of the earth bearing for introducing the jacking force into the subsoil behind the installed abutment.

The first two assessments that only apply to the shafts reaching …


The assessment of the earth bearing behind the abutment is taken as being satisfied when the activated earth resistance is greater than the soil stress that can be introduced as a result of the application of the jacking force (in combination with the lining wall) onto the subsoil.

(Image: Introduction of the jacking force into the subsoil)

(Image: Principle sketch of a jacking station for microtunnelling with auger spoil removal installed inside the starting shaft) (Image: Examples of abutment designs - Abutment in the form of a reinforced concrete plate and an in cast concrete block during pipe jacking [TUGraz01])

(Image: Abutment design without shaft - Sketch [PJA83]) (Image: Abutment design without shaft - Of rammed sheet piles with filling and load distribution plate in front [FI-Zübli])

(Image: Abutment design without shaft - Plan view with backfilled intermediate spaces [FI-Zübli]) (Image: Abutment design without shaft - Front view [FI-Zübli])

May 19, 2011

Modules

This presentation is part of the series of presentations "Utility Tunnelling" and deals with the building of starting and target shafts and the design of exit and entry openings.

The basis for the successful installation of supply and discharge lines using trenchless technologies requires detailed knowledge of the subsoil condition.

This presentation aims to provide an insight into the geological, hydrogeological, and geotechnical fundamentals. Additionally, it explains the various geotechnical investigation methods used to explore the subsoil.

The excavation of utility trenches and tunnels, as well as their safe construction, belong to the field of geotechnology.

In geotechnology, the soil (or rock) forms the subsoil and serves as construction material. It can also act as a load or serve as the load-bearing and stabilizing material.

In other words, geotechnology focuses on the requirements needed to use soil (or rock) in the form of stable and functional civil engineering structures  [Schmi96].

Fields of Geotechnology
The field of Geotechnology includes, among others, the following scientific disciplines:

  • Geological Engineering:
    A science that involves the application and evaluation of geological knowledge and consolidated findings when dealing with construction works.
  • Soil and Rock Mechanics (Geomechanics):
    A science with the objectives to:

    • Investigate the subsoil
    • Describe and classify the soil
    • Determine the strength and deformation …

Due to its varying behavior when loaded by structures, [EN1997-1:2009] classifies the subsoil into:

  • Undisturbed and disturbed soil (collectively referred to as soil)
  • Rock (solid rock)

In contrast, [ASTM D2487] only distinguishes between the various types of soil, including:

  • Gravels
  • Sands
  • Silts
  • Clays
  • Organic soils

In practice, however, a distinction between undisturbed and disturbed soil is not made. Consequently, all loose material is covered …


Soil:
An assemblage of mineral particles and/or organic matter in the form of a deposit, but sometimes of organic origin. Soil can be separated by gentle mechanical means and includes variable amounts of water and air (and sometimes other gases).

Note 1:
The term soil is also applied to piled ground made of replaced natural soil or man-made materials that behave similarly to soil, such as crushed rock, blast furnace slag, and fly-ash.

Note 2:
Soils …


Subsoil:
A layer of soil or rock that serves as a foundation or bedding for structures (such as lines or shafts), or one that is otherwise affected by construction work  [DIN4020:2010].


Geology:
The science that studies the structure, composition, and development of the Earth, especially the Earth's crust, and the creatures that have inhabited it throughout the history of the Earth [Meyer08].


Hydrogeology:
A branch of applied geology that deals with the investigation of groundwater bedding and deposits, as well as the groundwater balance. It analyzes the relationship of water to rock, its bedding, and the changes in properties

(Image: Attention!)

In trenchless installation, as in all underground construction, the limiting geotechnical conditions are crucial in selecting a suitable drilling or jacking technique.

Therefore, before starting the work, it is necessary for the planning and executing engineer to acquire sufficient knowledge of the respective subsoil. Only in this way can a successful and economical execution of the project be ensured.

The subsoil investigation should aim to determine the relevant subsoil properties for the application being considered and the required subsoil characteristics.

Therefore, especially for the choice of a suitable construction method, excavation tools, and conveying system, the behavior of the subsoil must be analyzed in order to determine:

  • Stability of the borehole, the opened cavity, or the working face
  • Ease of fragmentation (for rock) or ease of

Subsoil risk:

A natural, unavoidable remaining risk that, when considering the subsoil and the ingredients present in the subsoil (such as groundwater, contamination, etc.), can lead to unpredictable effects and obstacles. This can occur even if the party providing the subsoil has fulfilled their duties in the complete investigation and description of the subsoil and groundwater conditions, and even if the construction party has also fulfilled their …

(Image: Schematic profile of the connections between the formation of rock material and the structures of the earth's crust [Wagen79])

(Image: Presentation of the portable water/ salt water boundary in coast areas)

Subsoil investigation includes the acquisition of the respective primary hydrogeological conditions in the form of:

  • Groundwater level and variation,

  • Flow velocity and direction,

  • Permeability,

  • Incoming water quantity,

  • Hydrostatic pressure condition,

  • Chemistry of the water.


Groundwater1):
Underground water that consistently fills cavities2) in the lithosphere and whose movement is controlled by gravity exclusively (with reference to [DIN4049-3]).
Remark:
1) In compound terms always provided that misunderstandings are excluded the components groundwater can be replaced by the abbreviation gw (without blank).
2) Here, cavities stand for a collective term for pores, fissures (separating joints) and karst cavities within …

The description of groundwater is directly dependent on the structure of the subsoil. In soil, a principal differentiation is made between:

  • Seepage water,
  • Tail and strata water (perched water), as well as,
  • Groundwater (possibly in several groundwater levels and with varying pressures).

(Video: Distribution of water in the soil according to Hölting)

Video: Distribution of the water inside the soil (according to Hölting, 1994) [Image: S&P GmbH]. This …