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: | Samokhvalov Mikhail, Zazulya Juriy, Melnikov Roman, Mironov Victor |
---|---|
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 |
Similar Items
-
Generation of stress-strain state in combined strip pile foundation beds through pressing of soil
by: Stepanov Maxim, et al.
Published: (2017-01-01) -
New method developed for foundation strengthening in silty-clayed soils
by: Samokhvalov Mikhail, et al.
Published: (2019-01-01) -
Thermomechanical properties of an energy micro pile-raft foundation in silty clay
by: Gang-qiang Kong, et al.
Published: (2021-02-01) -
Review of existing designs of drill-and-injection anchor piles
by: Mikhail A. Samokhvalov, et al.
Published: (2019-12-01) -
The End Bearing Capacity of Model Pile in Taipei Silty Clay
by: Hong, Wei-Yuan, et al.
Published: (1997)