Comparative Analysis of the Methods for Calculating the Stability Coefficients of the Tailings Facility Enclosing a Dam, Considering the Seismic Impact

Ter-Martirosyan, Armen; Sergeev, Stanislav; Ermoshina, Lyubov

doi:10.1007/s10749-021-01396-y

Cited by 1 publication

(1 citation statement)

References 8 publications

Supporting

Mentioning

Contrasting

Order By: Relevance

“…The Figure 6 shows fragments of work on the structural protection of a linear underground structure associated with man-made impacts. The project provided for monitoring of the tunnel and the structure of the geomass [17,18,19,20,21].…”

Section: Modeling Of Maximum Permissible Impacts On Underground Struc...mentioning

confidence: 99%

Restoration of underground water-carrying structures damaged by external non-stationary impacts

Perminov

2023

E3S Web Conf.

View full text Add to dashboard Cite

Object and purpose of the study: Underground aquiferous point and linear structures operated in difficult ground conditions lose their structural safety as a result of the influence of external forces and the environment. It is important to establish the features of the operation of underground aquifers and communications in an inhomogeneous enclosing soil massif, taking into account the interaction of structures with the ground in case of non-stationary force impacts and environmental impacts with an assessment of their structural safety. Methods: The use of analytical and experimental research methods to evaluate the work of structures in the soil mass, taking into account force influences and environmental influences. Results: The features of interaction of the housing of a collapsible pipe with a soil mass with a multidirectional horizontal component of a non-stationary load are established. The negative impact of the combination of the multidirectional impact of the power load and internal hydrostatic pressure on the structural safety of the housing of a prefabricated underground structure is shown. Practical significance and conclusions: The results obtained on the picture of the stress-strain state of an inhomogeneous enclosing soil massif allowed us to establish the nature and boundaries of the safe operation of structures and to make suggestions on the choice of ways to strengthen and protect underground structures, taking into account their operating conditions.

show abstract

Section: Modeling Of Maximum Permissible Impacts On Underground Struc...mentioning

confidence: 99%

Restoration of underground water-carrying structures damaged by external non-stationary impacts

Perminov

2023

E3S Web Conf.

View full text Add to dashboard Cite

show abstract

Comparative Analysis of the Methods for Calculating the Stability Coefficients of the Tailings Facility Enclosing a Dam, Considering the Seismic Impact

Cited by 1 publication

References 8 publications

Restoration of underground water-carrying structures damaged by external non-stationary impacts

Restoration of underground water-carrying structures damaged by external non-stationary impacts

Contact Info

Product

Resources

About