FIELD: agriculture.
SUBSTANCE: method comprises twisting the device for drain formation in the ground or soil to the desired depth. The device consists of dual hollow tubes. The outer tube has uniformly spaced protrusions of constant rectangular section rigidly fixed on the lateral cylindrical surface along the helical line with a constant pitch. After reaching the desired depth by the device, the inner tube together with the cohesive soil is removed from the outer tube to form a hollow space. The soil is removed from the inner tube. Then the inner tube is wrapped with anti-suffusion material and placed back into the hollow space of the outer tube. Then filter material is poured. The dual outer and inner tubes as filled with the filter material are twisted using a handle.
EFFECT: increased efficiency and productivity in the construction of vertical drains in cohesive soils.
4 cl, 7 dwg
Title | Year | Author | Number |
---|---|---|---|
METHOD OF DIGGING HOLES IN COHESIVE SOILS | 2012 |
|
RU2492605C1 |
METHOD OF DIGGING HOLES IN LOOSE SOILS | 2012 |
|
RU2492604C1 |
METHOD TO INSTALL WIRE ANCHORS | 2013 |
|
RU2547517C1 |
METHOD FOR MOUNTING WIRE TIES AT LARGE DEPTH | 2015 |
|
RU2579034C1 |
DEVICE FOR INSTALLATION OF WIRE ANCHORS ON SLOPES AND IN RAVINES | 2013 |
|
RU2541964C1 |
WIRE TIE INSTALLATION METHOD | 2013 |
|
RU2543251C1 |
METHOD OF MOUNTING PILLARS | 2015 |
|
RU2581172C1 |
TRANSVERSAL GABION-TYPE BANK-PROTECTION STRUCTURE | 2005 |
|
RU2285084C2 |
METHOD FOR CONSTRUCTION OF FOUNDATION IN WINTER TIME | 2011 |
|
RU2473742C1 |
TRANSVERSAL THROUGH BANK-PROTECTION STRUCTURE | 2004 |
|
RU2270292C1 |
Authors
Dates
2015-01-20—Published
2013-10-22—Filed