| Title: | A three-dimensional static numerical model of a complex underground structure in high squeezing ground |
|---|
| Authors: | ID Marolt Čebašek, Tina (Author)
ID Likar, Jakob (Author)
ID Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru (Copyright holder) |
|---|
| Files: |  Acta_geotechnica_Slovenica_2015_Marolt_Cebasek,_Likar_A_three-dimensional_static_numerical_model_of_a_complex_underground_structure_in_h.pdf (606,20 KB)
MD5: B7E7180AFE8E3971AC2696771DD03529
PID: 20.500.12556/dkum/3b3a6fe3-45be-4ca4-812d-1b601cd75aaa
 http://fgserver3.fg.um.si/journal-ags/2015-1/article-1.asp
|
|---|
| Language: | English |
|---|
| Work type: | Scientific work |
|---|
| Typology: | 1.01 - Original Scientific Article |
|---|
| Organization: | FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
|
|---|
| Abstract: | The present study assesses high squeezing ground confirmed by empirical and semi-empirical theories. High squeezing ground is often present in underground constructions at great depths, but it is hardly ever researched separately from light and fair squeezing ground. A three-dimensional, static numerical model is developed for a complex underground structure consisting of a shaft, a silo, and a mine roadway at great depth, which is certainly in high squeezing ground. Furthermore, a solution for the entire structure based on shotcrete with incorporated yielding elements is provided. The yielding elements, in general, absorb the strain energy by compressing at a relatively constant stress, but without rebounding. A three-dimensional, static numerical model of a support system with incorporated yielding elements is established in order to demonstrate that the presented forces are under control. Therefore, a failure of the lining is avoided because the stresses in the shotcrete lining are below its load-bearing capacity. It can be concluded that yielding elements incorporated in the shotcrete lining play an important role in the support solution in high squeezing ground. |
|---|
| Keywords: | high squeezing ground, numerical model, underground structures, deformations, yielding support element |
|---|
| Publication status: | Published |
|---|
| Publication version: | Version of Record |
|---|
| Year of publishing: | 2015 |
|---|
| Number of pages: | str. 4-15 |
|---|
| Numbering: | Letn. 12, št. 1 |
|---|
| PID: | 20.500.12556/DKUM-70827  |
|---|
| ISSN: | 1854-0171 |
|---|
| UDC: | 624.131 |
|---|
| ISSN on article: | 1854-0171 |
|---|
| COBISS.SI-ID: | 1543519 |
|---|
| NUK URN: | URN:SI:UM:DK:5XUGQPYA |
|---|
| Copyright: | Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru |
|---|
| Publication date in DKUM: | 14.06.2018 |
|---|
| Views: | 1246 |
|---|
| Downloads: | 216 |
|---|
| Metadata: |    |
|---|
| Categories: | Misc.
|
|---|
|
:
|
Copy citation |
|---|
| | | | Average score: | (0 votes) |
|---|
| Your score: | Voting is allowed only for logged in users. |
|---|
| Share: |  |
|---|
Hover the mouse pointer over a document title to show the abstract or click
on the title to get all document metadata. |
