1887

Abstract

Summary

The main object of seismic and acoustic research during construction is a rock mass, which is understood as a separate part of the geological environment, located in the sphere of engineering influence. This part of the environment is investigated in order to establish the conditions for the construction work and the subsequent operation of the erected structures. Identification and assessment of the formed weakened zones in the host massif is a necessary stage in predicting subsequent precipitation and deformations of engineering structures located in the zone of influence of construction works. The results of geophysical studies are the basis for the development of measures to eliminate adverse factors and processes in the soil mass, and also serve as an important tool for monitoring the effectiveness of measures already taken.

Loading

Article metrics loading...

/content/papers/10.3997/2214-4609.202152060
2021-04-26
2024-04-29
Loading full text...

Full text loading...

References

  1. 1.Основы инженерной геофизики. А.А. Огильви под редакцией. В.А. БогословскогоМ.: Недра1990.- 501с.
    [Google Scholar]
  2. 2.АрхиповА.Г.“Cейсмоакустическая диагностика состояния массивов естественных и искусственных грунтов” - “Перспективы развития инженерных изысканий в строительстве в России”Изд-во: Национальный минерально-сырьевой университет “Горный”, 2015 с. 162–166.
    [Google Scholar]
  3. 3.ДорохинК.А. «Опыт применения скважинных сейсмоакустических исследований для оценки свойств, строения, структуры и состояния массива горных пород с использованием 2D и 3D построений» Горный информационно-аналитический бюллетень №5/2019 C. 80–88.
    [Google Scholar]
  4. 4.DorokhinK., BoykoO.Seismoacoustic monitoring to assess the quality of the execution of protective structures and and compensatory strengthening of the soil massif. Engineering And Mining Geophysics2018 - 14th Conference And Exhibition.
    [Google Scholar]
  5. 5.БолгаровА.Г., РословЮ.В.Межскважинная сейсмическая томография для решения инженерно-геологических задач / Технологии сейсморазведки. 2009. №1. С. 105–111.
    [Google Scholar]
  6. 1.Osnovy` inzhenernoj geofiziki. A.A. Ogil`vi, pod redakciej. V.A. BogoslovskogoM.: Nedra1990.- 501s.
    [Google Scholar]
  7. 2.ArhipovA.G.“Cejsmoakusticheskaya diagnostika sostoyaniya massivov estestvennyh i iskusstvennyh gruntov” - “Perspektivy razvitiya inzhenernyh izyskanij v stroitel’stve v Rossii”Izd-vo: Nacional’nyj mineral’no-syr’evoj universitet “Gornyj”, 2015 s. 162–166.
    [Google Scholar]
  8. 3.DorohinK.A. «Opyt primeneniya skvazhinnyh sejsmoakusticheskih issledovanij dlya ocenki svojstv, stroeniya, struktury i sostoyaniya massiva gornyh porod s ispol’zovaniem 2D i 3D postroenij» Gornyj informacionno-analiticheskij byulleten’ №5/2019 C. 80–88.
    [Google Scholar]
  9. 4.DorokhinK., BoykoO.Seismoacoustic monitoring to assess the quality of the execution of protective structures and and compensatory strengthening of the soil massif. Engineering And Mining Geophysics2018 - 14th Conference And Exhibition.
    [Google Scholar]
  10. 5.BolgarovA.G., RoslovYu.V.Mezhskvazhinnaya sejsmicheskaya tomografiya dlya resheniya inzhenerno-geologicheskix zadach / Texnologii sejsmorazvedki. 2009. №1. S. 105–111.
    [Google Scholar]
http://instance.metastore.ingenta.com/content/papers/10.3997/2214-4609.202152060
Loading
/content/papers/10.3997/2214-4609.202152060
Loading

Data & Media loading...

This is a required field
Please enter a valid email address
Approval was a Success
Invalid data
An Error Occurred
Approval was partially successful, following selected items could not be processed due to error