Patent US6312190B1 successfully refreshed from Google Patents.
US6312190B1
Expired / Lapsed
US
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Method and apparatus for enhancement of prefabricated composite vertical drains
Assignee: Nilex Construction LLC
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Filing: 1999-04-20
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Granted: 2001-11-06
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Expires: 2019-04-20
Abstract
Abstract A vertical prefabricated composite drain for improving conventional consolidated acceleration of saturated soils. The composite drain is installed in a generally vertical manner in water saturated soil to be treated for expelling pore water from the soil and is provided with an elongated core with at least one channel therealong for conveying fluids and is also provided with filter fabric which surrounds the core. At least one elongated tube is installed in juxtaposition and coextension with the drain core and fluid under pressure is forced through the tube for thereby assisting an expulsion of pore water from the drain.
Inventors
- 👤 R. Robert Goughnour
Bibliographic Details
Application Number
—
Jurisdiction
US
Data Source
google_patents
Last Synchronized
2026-11-08 15:38
CPC Classifications
E; E02; E02D; E02D3/00; E02D3/02; E02D3/10
Claims Analysis
Total Claims: 20
Claim 1
Independent Claim
116 words
A method of improving the effectiveness of a vertical prefabricated composite drain installed in a generally vertical manner in soil to be treated and extending to the soil surface for expelling pore water from the soil to the surface for evacuation, the method comprising: (a) installing an elongated tube in juxtaposition and coextension with a vertical prefabricated composite drain in soil with upper ends thereof exposed to an upper surface of the soil; and (b) forcing gas under pressure through said tube for expulsion at the bottom of the drain for thereby assisting in expulsion of water from the drain and the soil and for carrying away soil particles suspended in the water from the drain.
Claim 2
Independent Claim
116 words
A method of improving the effectiveness of a vertical prefabricated composite drain installed in a generally vertical manner in soil to be treated and extending to the soil surface for expelling pore water from the soil to the surface for evacuation, the method comprising: (a) installing an elongated tube in juxtaposition and coextension with a vertical prefabricated composite drain in soil with upper ends thereof exposed to an upper surface of the soil; and (b) forcing gas under pressure through said tube for expulsion at the bottom of the drain for thereby assisting in expulsion of water from the drain and the soil and for carrying away soil particles suspended in the water from the drain.
Claim 3
Dependent Claim
13 words
The method of claim 1 including heating the gas forced down said tube.
Claim 4
Dependent Claim
21 words
The method of claim 1 including evacuating water expelled from the drain whereby expelled water cannot penetrate the soil being treated.
Claim 5
Dependent Claim
34 words
The method of claim 1 including installing a second elongated tube in juxtaposition and coextension with said drain and pumping water from the second tube whereby expelled water cannot penetrate the soil being treated.
Claim 6
Independent Claim
110 words
A method of improving the effectiveness of a vertical prefabricated composite drain installed in a generally vertical manner in water saturated soil to be treated and extending to the soil surface for expelling pore water from the soil to the surface for evacuation, the method comprising: (a) installing two elongated tubes in juxtaposition and coextension with a vertical prefabricated composite drain in soil with upper ends thereof exposed to an upper surface of soil; (b) connecting an eductor pump between adjacent bottom ends of the tubes; and (c) pumping water through the tubes and eductor pump for evacuating pore water from the drain to a soil surface for further evacuation.
Claim 7
Independent Claim
110 words
A method of improving the effectiveness of a vertical prefabricated composite drain installed in a generally vertical manner in water saturated soil to be treated and extending to the soil surface for expelling pore water from the soil to the surface for evacuation, the method comprising: (a) installing two elongated tubes in juxtaposition and coextension with a vertical prefabricated composite drain in soil with upper ends thereof exposed to an upper surface of soil; (b) connecting an eductor pump between adjacent bottom ends of the tubes; and (c) pumping water through the tubes and eductor pump for evacuating pore water from the drain to a soil surface for further evacuation.
Claim 8
Independent Claim
136 words
A method of improving the effectiveness of a prefabricated composite drain installed in a generally vertical manner in water saturated soil to be treated and extending to the soil surface for expelling pore water from the soil to the surface for evacuation, the method comprising: (a) installing an elongated tube in juxtaposition and coextension with a vertical prefabricated composite drain in water saturated soil with upper ends thereof exposed to an upper surface of the soil; (b) forcing fluid under pressure through said tube for thereby withdrawing pore water from the drain and the soil thereby resulting in a decreased amount of pour water in the soil; and (c) wherein forcing fluid includes connecting a pump to the tube and conducting a pumping test on the drain for measuring the permeability of soil surrounding said drain.
Claim 9
Independent Claim
136 words
A method of improving the effectiveness of a prefabricated composite drain installed in a generally vertical manner in water saturated soil to be treated and extending to the soil surface for expelling pore water from the soil to the surface for evacuation, the method comprising: (a) installing an elongated tube in juxtaposition and coextension with a vertical prefabricated composite drain in water saturated soil with upper ends thereof exposed to an upper surface of the soil; (b) forcing fluid under pressure through said tube for thereby withdrawing pore water from the drain and the soil thereby resulting in a decreased amount of pour water in the soil; and (c) wherein forcing fluid includes connecting a pump to the tube and conducting a pumping test on the drain for measuring the permeability of soil surrounding said drain.
Claim 10
Dependent Claim
24 words
The method of claim 6 wherein the pumping is conducted for the purpose of forming a graded filter in the soil surrounding the drain.
Claim 11
Dependent Claim
86 words
A vertical prefabricated composite drain for installation in a generally vertical manner in water saturated soil to be treated for expelling pore water from the soil comprising: (a) an elongated flexible drain core with at least one channel therealong for conveying fluids; (b) an elongated tube in juxtaposition and coextension with the drain core and at least one channel; (c) a filter fabric surrounding the drain core; and (d) an air pump connected to the top end of the tube for forcing air through the tube.
Claim 12
Dependent Claim
86 words
A vertical prefabricated composite drain for installation in a generally vertical manner in water saturated soil to be treated for expelling pore water from the soil comprising: (a) an elongated flexible drain core with at least one channel therealong for conveying fluids; (b) an elongated tube in juxtaposition and coextension with the drain core and at least one channel; (c) a filter fabric surrounding the drain core; and (d) an air pump connected to the top end of the tube for forcing air through the tube.
Claim 13
Dependent Claim
25 words
The vertical prefabricated composite drain of claim 8 including a heater connected to said air pump for heating the air pumped by said air pump.
Claim 14
Dependent Claim
34 words
The vertical prefabricated composite drain of claim 8 including evacuation means positioned adjacent an upper end of said drain for evacuating water expelled from the drain whereby expelled water cannot penetrate soil being treated.
Claim 15
Dependent Claim
25 words
The vertical prefabricated composite drain of claim 10 wherein said evacuation means includes horizontal drain pipes connected to an upper end of the composite drain.
Claim 16
Dependent Claim
47 words
The vertical prefabricated composite drain of claim 8 wherein said elongated drain core is comprised of a flexible plastic sheet with longitudinal channels providing a plurality of said at least one channel, and said tube is also comprised of flexible plastic material for flexing with said core.
Claim 17
Dependent Claim
19 words
The vertical prefabricated composite drain of claim 12 wherein said channels are less than 5 mm in cross section.
Claim 18
Dependent Claim
16 words
The vertical prefabricated drain of claim 8 wherein the drain consists of perforated corrugated plastic pipe.
Claim 19
Dependent Claim
102 words
A vertical prefabricated composite drain for installation in a generally vertical manner in water saturated soil to be treated for expelling pore water from the soil comprising: (a) an elongated prefabricated flexible core with at least one channel therealong for conveying fluids; (b) two elongated tubes in juxtaposition and coextension with the drain core; (c) a filter fabric surrounding the drain core with at least one channel; (d) an eductor pump connected between bottom ends of said tubes; and (e) a water pump connected to the top of one of the said tubes for pumping water through the tubes and said eductor.
Claim 20
Dependent Claim
102 words
A vertical prefabricated composite drain for installation in a generally vertical manner in water saturated soil to be treated for expelling pore water from the soil comprising: (a) an elongated prefabricated flexible core with at least one channel therealong for conveying fluids; (b) two elongated tubes in juxtaposition and coextension with the drain core; (c) a filter fabric surrounding the drain core with at least one channel; (d) an eductor pump connected between bottom ends of said tubes; and (e) a water pump connected to the top of one of the said tubes for pumping water through the tubes and said eductor.
References Cited (Backward Citations)
US1323027A
Cited
US1598300A
Cited
US2127175A
Cited
US2482673A
Cited
US3654765A
Cited
US3965686A
Cited
US4288174A
Cited
US4459177A
Cited
US4622138A
Cited
US4582611A
Cited
US4923331A
Cited
US5018576A
Cited
US5032042A
Cited
US5037240A
Cited
US5076727A
Cited
US5456550A
Cited
US5129757A
Cited
US5213449A
Cited
US5213449C1
Cited
US5345034A
Cited
US5617670A
Cited
US5660500A
Cited
US5800090A
Cited
US5820296A
Cited
US5986159A
Cited
USPTO Annuity & Maintenance Windows
| Annuity Stage | Window Opens | Payment Deadline | Surcharge Period Until | Estimated Fee | Status |
|---|---|---|---|---|---|
| 3.5 Years (Year 4) | 2004-11-05 | 2005-05-07 | 2005-11-06 | $2000.00 | Window Closed / Lapsed |
| 7.5 Years (Year 8) | 2008-11-05 | 2009-05-07 | 2009-11-06 | $3760.00 | Window Closed / Lapsed |
| 11.5 Years (Year 12) | 2012-11-05 | 2013-05-07 | 2013-11-06 | $7700.00 | Window Closed / Lapsed |