FEATURE OF CONSTRUCTION OF A MICROTUNNEL FOR THE MAIN GAS PIPELINE UNDER THE CHANNEL OF WATER OBSTACLES
Journal: International Scientific Journal "Internauka" (Vol.1, No. 89)Publication Date: 2020-06-15
Authors : Tutko Tetyana;
Page : 107-109
Keywords : microtunnel for the main gas pipeline; landslide into the face; bottom loading;
Abstract
In order to avoid landslides in the face during the construction of the microtunnel for the main gas pipeline, the minimum required loading of the face was found depending on the physical properties of the soil, the diameter of the tunnel, the depth of its laying under the bottom of the water barrier and its depth.
Other Latest Articles
- ANALYSIS OF THE LOCALIZATION FEATURES OF THE INTERNAL HEAT SOURCES INFLUENCE AND AREA GEOMETRY IN TRANSFER PROCESSES
- THE FORMATION AND GENERATION OF DOCUMENTS USING OFFICE OPENXML
- COMPARISON OF FILLING MISSING VALUES METHODS
- UNET AS A SOLUTION FOR THE SEGMENTATION PROBLEM
- SOFTWARE IMPLEMENTATION OF THE ALGORITHM FOR FINDING THE OPTIMAL RANKING BY THE MEDIAN KEMENY METHOD
Last modified: 2021-04-15 18:40:32