This phenomenon can be simplified as I1-Interaction between Construction Mas I1-Interactiondied Energy; I2-EmbetweenEnergy and Global Warming; I3- Global warming and Construction Materials.
Indeed, interactions between construction processes are usually sufficiently complicated that stochastic effects can only be modeled accurately using statistical sampling techniques, the most popular of which being the Monte Carlo method.
Of course, the interaction between scene construction and dependent processes is likely to be more complex than described.
In particular in urban tunneling, in each stage of the construction process, interactions between the construction process, the soil and existing building infrastructure need to be evaluated to limit the risk of damage on existing buildings and to decide on appropriate mitigation measures.
The impacts induced by the interaction between underground constructions and groundwater should be minimised by implementing corrective measures.
Towards achieving this aim, two approaches were employed, namely literature review, and a correlation matrix to verify the area of interaction between both lean construction and sustainability principles.
The current interaction between participants in a construction project requires much time and is often a cause of mistakes and misunderstandings.
Meanwhile, there are interactions between the ECM construction and destruction pathways: a) MMP-9 regulates ECM construction by activating TGF-β1 which stimulates collagen synthesis; b) TGF-β1 induces TIMP-1, which inhibits collagen degradation by blocking MMP-9 activity.
This procedure assumes that there is quasi-steady respond of the pipeline structure to pressure surges no dynamic interaction between the fluid and the pipeline construction.
There is a two-way interaction between tunnelling and existing buildings; tunnel construction affects a building by inducing displacements in the soil underlying its foundation, and buildings influence tunnelling induced displacements via their weight and stiffness.
The paper presents a finite element model for the simulation of interactions between mechanized tunnel construction, the surrounding soil and existing buildings resting on pile foundations in the framework of a process-oriented simulation model for mechanized tunneling.
