Design Calculation of Drill-Injection Piles with Controlled Broadening and Silty-Clayed Soil Foundation Basic Interaction Parameters
The paper describes a new method of drill-injection pile installation formed by the sleeve technology with solution injection using the “fracturing” mode and the controlled broadening at the pile end. This method is aimed at high-quality and effective compaction of the soil under the strip foundatio...
| Main Authors: | , , , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
EDP Sciences
2016-01-01
|
| Series: | MATEC Web of Conferences |
| Online Access: | http://dx.doi.org/10.1051/matecconf/20167301009 |
| _version_ | 1818945441088143360 |
|---|---|
| author | Samokhvalov Mikhail Zazulya Juriy Melnikov Roman Mironov Victor |
| author_facet | Samokhvalov Mikhail Zazulya Juriy Melnikov Roman Mironov Victor |
| author_sort | Samokhvalov Mikhail |
| collection | DOAJ |
| description | The paper describes a new method of drill-injection pile installation formed by the sleeve technology with solution injection using the “fracturing” mode and the controlled broadening at the pile end. This method is aimed at high-quality and effective compaction of the soil under the strip foundation of the reconstructed building. Analyzed are the results of the in-situ tests intended to interaction of drill-injection piles manufactured by the sleeve technology and single and repeated solution injections using the “fracturing” mode and the controlled broadening at the pile end. The radius of the neighboring compacted soil massif zone was determined. The geometric parameters of the pile shaft broadening, and fractures were identified. The algorithm for calculating the basic parameters of the proposed piles was developed in order to forecast their interaction with a silty-clayed soil foundation under static loading. A comparison with classical analytical solutions after soil mechanics, theory of elasticity and plasticity was made. |
| first_indexed | 2024-12-20T07:59:10Z |
| format | Article |
| id | doaj.art-7df341a5168a4e6bb72f5248528f0a01 |
| institution | Directory Open Access Journal |
| issn | 2261-236X |
| language | English |
| last_indexed | 2024-12-20T07:59:10Z |
| publishDate | 2016-01-01 |
| publisher | EDP Sciences |
| record_format | Article |
| series | MATEC Web of Conferences |
| spelling | doaj.art-7df341a5168a4e6bb72f5248528f0a012022-12-21T19:47:34ZengEDP SciencesMATEC Web of Conferences2261-236X2016-01-01730100910.1051/matecconf/20167301009matecconf_tpacee2016_01009Design Calculation of Drill-Injection Piles with Controlled Broadening and Silty-Clayed Soil Foundation Basic Interaction ParametersSamokhvalov Mikhail0Zazulya Juriy1Melnikov Roman2Mironov Victor3Industrial University of TyumenIndustrial University of TyumenIndustrial University of TyumenIndustrial University of TyumenThe paper describes a new method of drill-injection pile installation formed by the sleeve technology with solution injection using the “fracturing” mode and the controlled broadening at the pile end. This method is aimed at high-quality and effective compaction of the soil under the strip foundation of the reconstructed building. Analyzed are the results of the in-situ tests intended to interaction of drill-injection piles manufactured by the sleeve technology and single and repeated solution injections using the “fracturing” mode and the controlled broadening at the pile end. The radius of the neighboring compacted soil massif zone was determined. The geometric parameters of the pile shaft broadening, and fractures were identified. The algorithm for calculating the basic parameters of the proposed piles was developed in order to forecast their interaction with a silty-clayed soil foundation under static loading. A comparison with classical analytical solutions after soil mechanics, theory of elasticity and plasticity was made.http://dx.doi.org/10.1051/matecconf/20167301009 |
| spellingShingle | Samokhvalov Mikhail Zazulya Juriy Melnikov Roman Mironov Victor Design Calculation of Drill-Injection Piles with Controlled Broadening and Silty-Clayed Soil Foundation Basic Interaction Parameters MATEC Web of Conferences |
| title | Design Calculation of Drill-Injection Piles with Controlled Broadening and Silty-Clayed Soil Foundation Basic Interaction Parameters |
| title_full | Design Calculation of Drill-Injection Piles with Controlled Broadening and Silty-Clayed Soil Foundation Basic Interaction Parameters |
| title_fullStr | Design Calculation of Drill-Injection Piles with Controlled Broadening and Silty-Clayed Soil Foundation Basic Interaction Parameters |
| title_full_unstemmed | Design Calculation of Drill-Injection Piles with Controlled Broadening and Silty-Clayed Soil Foundation Basic Interaction Parameters |
| title_short | Design Calculation of Drill-Injection Piles with Controlled Broadening and Silty-Clayed Soil Foundation Basic Interaction Parameters |
| title_sort | design calculation of drill injection piles with controlled broadening and silty clayed soil foundation basic interaction parameters |
| url | http://dx.doi.org/10.1051/matecconf/20167301009 |
| work_keys_str_mv | AT samokhvalovmikhail designcalculationofdrillinjectionpileswithcontrolledbroadeningandsiltyclayedsoilfoundationbasicinteractionparameters AT zazulyajuriy designcalculationofdrillinjectionpileswithcontrolledbroadeningandsiltyclayedsoilfoundationbasicinteractionparameters AT melnikovroman designcalculationofdrillinjectionpileswithcontrolledbroadeningandsiltyclayedsoilfoundationbasicinteractionparameters AT mironovvictor designcalculationofdrillinjectionpileswithcontrolledbroadeningandsiltyclayedsoilfoundationbasicinteractionparameters |