US3680319A - Liquid impounding structure - Google Patents
Liquid impounding structure Download PDFInfo
- Publication number
- US3680319A US3680319A US73361A US3680319DA US3680319A US 3680319 A US3680319 A US 3680319A US 73361 A US73361 A US 73361A US 3680319D A US3680319D A US 3680319DA US 3680319 A US3680319 A US 3680319A
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- United States
- Prior art keywords
- liquid
- wall
- impounding
- impregnated
- fabric
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
- 239000007788 liquid Substances 0.000 title claims abstract description 42
- 239000000463 material Substances 0.000 claims abstract description 41
- 239000004744 fabric Substances 0.000 claims description 44
- 238000000034 method Methods 0.000 claims description 19
- 239000011236 particulate material Substances 0.000 claims description 18
- 239000004576 sand Substances 0.000 claims description 7
- 229920000098 polyolefin Polymers 0.000 claims description 4
- 230000000284 resting effect Effects 0.000 claims description 2
- 239000004745 nonwoven fabric Substances 0.000 abstract description 2
- 230000001681 protective effect Effects 0.000 abstract description 2
- 239000010426 asphalt Substances 0.000 description 12
- 238000010276 construction Methods 0.000 description 12
- 239000011162 core material Substances 0.000 description 7
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 239000013618 particulate matter Substances 0.000 description 3
- 239000004035 construction material Substances 0.000 description 2
- 239000010808 liquid waste Substances 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 238000009877 rendering Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 229920000742 Cotton Polymers 0.000 description 1
- 244000172730 Rubus fruticosus Species 0.000 description 1
- 235000017848 Rubus fruticosus Nutrition 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 239000011230 binding agent Substances 0.000 description 1
- 239000012267 brine Substances 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 238000011109 contamination Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000000839 emulsion Substances 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 239000003337 fertilizer Substances 0.000 description 1
- 238000002386 leaching Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000010422 painting Methods 0.000 description 1
- 239000003208 petroleum Substances 0.000 description 1
- 239000011241 protective layer Substances 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- HPALAKNZSZLMCH-UHFFFAOYSA-M sodium;chloride;hydrate Chemical compound O.[Na+].[Cl-] HPALAKNZSZLMCH-UHFFFAOYSA-M 0.000 description 1
- 238000005507 spraying Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/10—Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
Definitions
- This invention is related to structures made of particulatematerial.
- this invention relates to a method of constructing a liquid impounding structure of particulate material.
- this invention relates to the structural composition of a liquid impounding structure.v
- this invention relates to a protecthe covering for the surface of a liquid impounding structure.
- this invention provides amethod for increasing the structural integrity of a'dike by compositing the particulate matter of which it is composed with an asphaltic material.
- this invention provides a method for protecting the surface of an earthen dike by covering the surface with a fabric impregnated with an asphaltic material.
- this invention provides structurally sound liquid impounding strucmm by shaping an asphalt impregnated particulate core in an impregnated fabric.
- Asphaltic material has been used as a binder for various particulate aggregates.
- Laminates of asphalt included in impregnated fabric have been used to repair cracks in roadways, to line pits and ponds, to cover plank and tank materials so that these surfaces are rendered impervious to water and made less susceptible to erosion.
- a method for constructing a liquid impounding wall comprising (1 laying a base of fabric impregnated with asphalticmaterial, (2 constructing on this base a structurally stable wall of particulate material, and (3 wrapping the exposed surfaces of the dike wall in a.
- porous fabric impregnated with asphaltic material porous fabric impregnated with asphaltic material.
- the particulate material used in constructing the dike wall is mixed with asphaltic material and compacted to form the structure. This mixing of asphaltic material yields a stronger structure and permits the building of smaller structures without the loss of physical integrity.
- porous fabric used for the base of the dike structure and the fabric used to wrap theexposed surfaces of the dike walls are one continuous piece of material. This allows the core material to be totally incased with a protective layer of asphalt impregnated porous fabric.
- the impregnated wrapping fabric is overlapped on the treated surface to form a liquid-type tight seal with the treated surface. This is particularly advantageous in building a low curb-type structure as a retaining rim of a liquid impounding facility or as adividing wall within the facility.
- the exposed face of the impregnated fabric can be treated to make this surface specifically resistant to a liquid or a class of liquids.
- Such a treatment can prevent leaching of the asphaltic surface where the liquid impounded is brine, liquid fertilizer, or various chemicals.
- FIG. 2 shows a wall construction wherein thebase 7 sheet and wrapping sheet are a continuous fabric and wherein a surface is further treated to be specifically resistant to the liquid impounded.
- FIG. 1 the base of porous fabric impregnated with an asphaltic material 10 is placed in position on a surface prepared for construction 11.
- a dike wall of compacted particulate material 12 which can contain an asphaltic material to increase the structural cohesion.
- This wall is covered with a porous fabric impregnated with an asphaltic material 13 which is sealed to the base material 14 to enclose the wall totally.
- FIG. 2 another embodiment shows a single sheet of the asphalt impregnated fabric 10 laid on the prepared surface 11 thereafter the exposed surface of v the wall-l2 is sealed to the base material 14 then an exposed surface 15 is further treated for resistance to a specific impounded liquid.
- Any porous fabric can be used as a base into which ty to hold up to four times as much asphaltic material as burlap or cotton fiber fabric.
- the asphaltic materials useful in this invention both as impregnant for the fabric and as adhesive in compacting the particulate wall are well known to those skilled in the asphaltic field and elaboration here is only to the effect that asphalt emulsions are the preferred impregnants because of ease of application.
- the method of applying the asphaltic'material can be by spraying, painting, or otherwise coating the fabric and then laying the fabric into place.
- the area to be treated can be coated with the impregnant and the fabric pressed onto the treated area and than overcoated with more asphaltic material.
- the amount of impregnant is not critical except that sufficient material must be used to consolidate the earth and properly to impregnate thefabric.
- the method of construction of this invention is applicable to liquid impounding structures of any size, but it is especially applicable to low curb-type structures that can be formed.
- the forming of the curb-type structures isperformed by compacting the core material within forms made of wood or other materials and then removing the forms or the construction is more easily carried out with a curbing machine.
- particulate material is suitable for construction of the dike core.
- soil native to the construction site can be used.
- particulate matter above medium gravel size will become increasingly hard to compact so that the compacted shape is retained. Therefore, particulate material of less than medium gravel size such as used in asphaltic premixes is preferred as the construction material, and sand, because of its well known compacting quality, is at present the most preferred material.
- Impervious covering fabric of this invention will, therefore, usually be of sufficient dimensions to be EXAMPLE I
- An asphalt impregnated porous nonwoven material was laid on a prepared soil base overlapping a water impervious surface already constructed for a liquid waste treatment basin.
- An open topped form 18 inches wide at its base 12 inches high and 6 inches wide at its top .was constructed.
- Within the form a mixture of sand and asphalt-was compacted using approximately 15 gallons of asphalt and 1 ton of sand for 15 linear feet of construction. After compacting the form was removed and the structure was covered with an asphalt impregnated porous nonwoven material about 45 inches wide to give sufiicient width to seal the covering to the basin floor on either side-of the wall.
- a stable, liquid impervious dividing wall was produced.
- a wall was constructed at the edge of the liquid waste treatment basin of Example I using the same construction technique except that the asphalt impregnated base mat on which the wall was constructed was sealed to the basin floor on the basin side of the dike, the dike was compacted on the base mat, and the asphalt impregnated mat was wrapped over the wall and sealed to the basin floor forming a continuous sheet incasing the dike.
- the construction of this example would also be appropriate for the divider wall of Example I since the asphalt impregnated covering of the compacted core would seal with the basin floor beneath the dike without being specifically overlapped to form a sealed area.
- porous fabric impregnated with an asphaltic material comprises a continuous sheet for said base and covering said exposed surface.
- a liquid impounding wall comprising l a base of porous fabric impregnated with an asphaltic material, (2 resting on said base a structurally stable wall constructed of particulate material, and (3 a porous fabric impregnated with asphaltic material covering the exposed surface of said wall and sealed to the impregnated porous fabric base.
- liquid impounding wall of claim 6 wherein said particulate material as sand and said porous fabric is a nonwoven polyolefin fabric.
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Structural Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Road Paving Structures (AREA)
- Preventing Corrosion Or Incrustation Of Metals (AREA)
Abstract
A liquid impounding structure is constructed comprising a compacted particulate wall completely enclosed by a protective incasement of a nonwoven fabric coated with asphaltic material.
Description
United States Patent Draper et al. [451 Aug. 1, 1972 [54] LIQUID IMPOUNDING STRUCTURE 3,331,209 7/ 1967 Sensibar et al ..61/63 X [72] Inventors: Homer L. Draper; Duane w. Gagle 3,474,625 10/1969 Draper et al ..6l/7 X both of Bartlesvine Okla 980,982 1/1911 Medveczky ..61/37 UX 1,879,430 9/ 1932 Noetzli ..6l/30 [73] Assignee: Phillips Petroleum Company 2,413,867 1/ 1947 Easterday ..61/30 X [22] Filed: Sept. 18, 1970 3,286,475 11/1966 Adams ..61/36 R [21] Appl. No.: 73,361 Pn'mary Examiner-David J. Williamowsky Assistant Examiner-Philip C. Kannan An Y d 52 us. Cl ..6l/30 may 0mg an Qulgg [51] Int. Cl. ..E02b 7/02 57 ABSTRACT [58] Field of Search ..61/36, 30, 7, 37, 63 Y A liquid impounding structure 1s constructed campus- [56] References Cited ing a compacted particulate wall completely enclosed UNITED STATES PATENTS 2,771,745 1l/l956 Bramble ..6l/7
by a protective incasement of a nonwoven fabric coated with asphaltic material.
9 Clairm, 2 Drawing Figures PKTENTEmuc'i I912 3.680.319
INVENTORS H. L. DRAPER D. w. GAG LE l LIQUID IMPOUNDING STRUCTURE BACKGROUND OF THE INVENTION This invention is related to structures made of particulatematerial. In one of its aspects, this invention relates to a method of constructing a liquid impounding structure of particulate material. In another of its aspects,- this invention relates to the structural composition of a liquid impounding structure.v In yet another of its aspects, this invention relates to a protecthe covering for the surface of a liquid impounding structure. I
In one of its concepts this invention provides amethod for increasing the structural integrity of a'dike by compositing the particulate matter of which it is composed with an asphaltic material. In another of its concepts this invention provides a method for protecting the surface of an earthen dike by covering the surface with a fabric impregnated with an asphaltic material. In still another concept of this invention,.it provides structurally sound liquid impounding strucmm by shaping an asphalt impregnated particulate core in an impregnated fabric.
The problem of structural stability at a reasonable construction cost often arises in the construction of liquid impounding facilities. This is particularly true in constructing dikes of the low divided wall type. The structures must be water impervious, must be structurally stable to prevent shifting and breaking of the walls, and usually mustbe strong enough to carry the weight of at least pedestriantraffic. A liquid impounding structure made of earthen material is cheaply constructed, but lacks all of the attributes above unless .built to substantial dimensions. It is economically essential that a liquid impounding structure be of as small dimensions as will perform adequately. Dikes or walls forliquid impounding facilities with good structural characteristics can be economically constructed using a particulate core, but, particularly in small structures, this core must be treated to obtain additional structural strength and to protect the exposed surface of the wall. The addition of asphalt or asphaltic material to constructionmaterial is an economical way to improve the structural stability of an earthwork construction. Asphaltic material has been used as a binder for various particulate aggregates. Laminates of asphalt included in impregnated fabric have been used to repair cracks in roadways, to line pits and ponds, to cover plank and tank materials so that these surfaces are rendered impervious to water and made less susceptible to erosion.
It is an object of this invention to provide an economical and easily built dike wall. It is a further object of this invention to provide a method for constructing a structurally stable dike wall of particulate matter base material. It is a still further object of this invention to provide a method for constructing a low, curb-type liquid impounding wall. u
Other aspects, concepts and objects of the invention are apparent from a study of this disclosure, the drawing and the appended claims.
SUMMARY OF THE INVENTION According to the present invention there is provided a method for constructing a liquid impounding wall comprising (1 laying a base of fabric impregnated with asphalticmaterial, (2 constructing on this base a structurally stable wall of particulate material, and (3 wrapping the exposed surfaces of the dike wall in a.
porous fabric impregnated with asphaltic material.
In one embodiment of the invention the particulate material used in constructing the dike wall is mixed with asphaltic material and compacted to form the structure. This mixing of asphaltic material yields a stronger structure and permits the building of smaller structures without the loss of physical integrity.
In another embodiment of the invention the porous fabric used for the base of the dike structure and the fabric used to wrap theexposed surfaces of the dike walls are one continuous piece of material. This allows the core material to be totally incased with a protective layer of asphalt impregnated porous fabric.
In another embodiment with a liquid impounding wall that is built in conjunction with a surface that is to be treated toprevent water absorption the impregnated wrapping fabric is overlapped on the treated surface to form a liquid-type tight seal with the treated surface. This is particularly advantageous in building a low curb-type structure as a retaining rim of a liquid impounding facility or as adividing wall within the facility.
In a further embodiment the exposed face of the impregnated fabric can be treated to make this surface specifically resistant to a liquid or a class of liquids. Such a treatment can prevent leaching of the asphaltic surface where the liquid impounded is brine, liquid fertilizer, or various chemicals.
DESCRIPTION OF THE DRAWING pregnated porous fabric on which is constructed a particulate wall which is then covered with an impregnated porous fabric sealed to the base sheet.
FIG. 2 shows a wall construction wherein thebase 7 sheet and wrapping sheet are a continuous fabric and wherein a surface is further treated to be specifically resistant to the liquid impounded.
Referring now to the drawing, in FIG. 1 the base of porous fabric impregnated with an asphaltic material 10 is placed in position on a surface prepared for construction 11. On top of this fabric is constructed a dike wall of compacted particulate material 12 which can contain an asphaltic material to increase the structural cohesion. This wall is covered with a porous fabric impregnated with an asphaltic material 13 which is sealed to the base material 14 to enclose the wall totally.
In FIG. 2, another embodiment shows a single sheet of the asphalt impregnated fabric 10 laid on the prepared surface 11 thereafter the exposed surface of v the wall-l2 is sealed to the base material 14 then an exposed surface 15 is further treated for resistance to a specific impounded liquid.
Any porous fabric can be used as a base into which ty to hold up to four times as much asphaltic material as burlap or cotton fiber fabric.
The asphaltic materials useful in this invention both as impregnant for the fabric and as adhesive in compacting the particulate wall are well known to those skilled in the asphaltic field and elaboration here is only to the effect that asphalt emulsions are the preferred impregnants because of ease of application. The method of applying the asphaltic'material can be by spraying, painting, or otherwise coating the fabric and then laying the fabric into place. Alternatively, the area to be treated can be coated with the impregnant and the fabric pressed onto the treated area and than overcoated with more asphaltic material. The amount of impregnant is not critical except that sufficient material must be used to consolidate the earth and properly to impregnate thefabric.
The method of construction of this invention is applicable to liquid impounding structures of any size, but it is especially applicable to low curb-type structures that can be formed. The forming of the curb-type structures isperformed by compacting the core material within forms made of wood or other materials and then removing the forms or the construction is more easily carried out with a curbing machine.
Any type of particulate material is suitable for construction of the dike core. Usually, soil native to the construction site can be used. Of course, particulate matter above medium gravel size will become increasingly hard to compact so that the compacted shape is retained. Therefore, particulate material of less than medium gravel size such as used in asphaltic premixes is preferred as the construction material, and sand, because of its well known compacting quality, is at present the most preferred material.
Use of the method of this invention to construct liquid impounding walls would usually be in conjunction with a method for rendering pits, pools, settling basins and the like impervious to liquid contamination of the ground around the liquid impounding system.
Impervious covering fabric of this invention will, therefore, usually be of sufficient dimensions to be EXAMPLE I An asphalt impregnated porous nonwoven material was laid on a prepared soil base overlapping a water impervious surface already constructed for a liquid waste treatment basin. An open topped form 18 inches wide at its base 12 inches high and 6 inches wide at its top .was constructed. Within the form a mixture of sand and asphalt-was compacted using approximately 15 gallons of asphalt and 1 ton of sand for 15 linear feet of construction. After compacting the form was removed and the structure was covered with an asphalt impregnated porous nonwoven material about 45 inches wide to give sufiicient width to seal the covering to the basin floor on either side-of the wall. A stable, liquid impervious dividing wall was produced.
EXAMPLE n A wall was constructed at the edge of the liquid waste treatment basin of Example I using the same construction technique except that the asphalt impregnated base mat on which the wall was constructed was sealed to the basin floor on the basin side of the dike, the dike was compacted on the base mat, and the asphalt impregnated mat was wrapped over the wall and sealed to the basin floor forming a continuous sheet incasing the dike. The construction of this example would also be appropriate for the divider wall of Example I since the asphalt impregnated covering of the compacted core would seal with the basin floor beneath the dike without being specifically overlapped to form a sealed area.
Reasonable variation and modification are possible within the scope of the foregoing disclosure, the draw ing and the appended claims of the invention, the essence of which is that there has been provided a method of rendering liquid impounding walls of particulate material structurally stable and liquid resistant sistant to the liquid impounded.
2. The'method of claim 1 wherein said porous fabric impregnated with an asphaltic material comprises a continuous sheet for said base and covering said exposed surface.
3. The method of claim 1 wherein said porous fabric impregnated with an asphaltic material covering the exposed surfaces of the wall is treated to create a surface resistant to the liquid impounded.
4. The method of claim 1 wherein said particulate material is composited with an asphaltic material.
5. The method of claim 4 wherein said particulate material is sand and said porous fabric is a nonwoven polyolefin fabric.
6. A liquid impounding wall comprising l a base of porous fabric impregnated with an asphaltic material, (2 resting on said base a structurally stable wall constructed of particulate material, and (3 a porous fabric impregnated with asphaltic material covering the exposed surface of said wall and sealed to the impregnated porous fabric base.
7. The impounding wall of claim .6 wherein the porous fabric impregnated with an asphaltic material covering the surfaces of the wall exposed to the impounded liquid is treated to create a surface specifically resistant to the impounded liquid.
8. The liquid impounding wall of claim 6 wherein said particulate material as sand and said porous fabric is a nonwoven polyolefin fabric.
9. The liquid impounding wall of claim 6 wherein said particulate material is composited with an asphal- 5 tic material.
Claims (8)
- 2. The method of claim 1 wherein said porous fabric impregnated with an asphaltic material comprises a continuous sheet for said base and covering said exposed surface.
- 3. The method of claim 1 wherein said porous fabric impregnated with an asphaltic material covering the exposed surfaces of the wall is treated to create a surface resistant to the liquid impounded.
- 4. The method of claim 1 wherein said particulate material is composited with an asphaltic material.
- 5. The method of claim 4 wherein said particulate material is sand and said porous fabric is a nonwoven polyolefin fabric.
- 6. A liquid impounding wall comprising (1 ) a base of porous fabric impregnated with an asphaltic material, (2 ) resting on said base a structurally stable wall constructed of particulate material, and (3 ) a porous fabric impregnated with asphaltic material covering the exposed surface of said wall and sealed to the impregnated porous fabric base.
- 7. The impounding wall of claim 6 wherein the porous fabric impregnated with an asphaltic material covering the surfaces of the wall exposed to the impounded liquid is treated to create a surface specifically resistant to the impounded liquid.
- 8. The liquid impounding wall of claim 6 wherein said particulate material as sand and said porous fabric is a nonwoven polyolefin fabric.
- 9. The liquid impounding wall of claim 6 wherein said particulate material is composited with an asphaltic material.
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US7336170A | 1970-09-17 | 1970-09-17 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US3680319A true US3680319A (en) | 1972-08-01 |
Family
ID=22113261
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US73361A Expired - Lifetime US3680319A (en) | 1970-09-17 | 1970-09-18 | Liquid impounding structure |
Country Status (2)
| Country | Link |
|---|---|
| US (1) | US3680319A (en) |
| AU (1) | AU469534B2 (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4068968A (en) * | 1976-07-16 | 1978-01-17 | Phillips Petroleum Company | Roadway barrier structure and method of making |
| US4184786A (en) * | 1978-03-06 | 1980-01-22 | Richards Charles D | Earth dam protective covering |
| US4521131A (en) * | 1984-05-14 | 1985-06-04 | Shell Offshore Inc. | Lightweight semi-flexible dike |
| US4913583A (en) * | 1986-06-03 | 1990-04-03 | Didier Ledeuil | Method for waterproofing a roller compacted concrete of rubble |
| US5971661A (en) * | 1997-07-30 | 1999-10-26 | Johnson; Harold Wayne | Water containment device and levee for impeding a flow of water |
| US6334736B1 (en) | 1997-07-30 | 2002-01-01 | Aqua Levee, Llc | Flood barrier |
| US6679654B1 (en) | 2003-01-27 | 2004-01-20 | Aqua Levee Enterprises, Llc | Flood control system |
| US20040056064A1 (en) * | 2002-07-04 | 2004-03-25 | M.I.T. International Co., Ltd. | Loop-pin attaching device |
| US20050025569A1 (en) * | 2003-07-30 | 2005-02-03 | Michael Kozlowski | Apparatus and method for driveway gutter |
| US20090103981A1 (en) * | 2007-10-19 | 2009-04-23 | Giancarlo Tagini | Expansion Device For Containing Overflows |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US980982A (en) * | 1908-08-06 | 1911-01-10 | Sigmund Von Medveczky | Slab or block composed of cement and wire-netting. |
| US1879430A (en) * | 1931-06-02 | 1932-09-27 | Fred A Noetzli | Dam and method of constructing the same |
| US2413867A (en) * | 1944-12-02 | 1947-01-07 | Elton E Easterday | Concrete retaining wall |
| US2771745A (en) * | 1952-08-25 | 1956-11-27 | Gulf States Asphalt Company In | Asphalt lining |
| US3286475A (en) * | 1963-03-27 | 1966-11-22 | Nalco Chemical Co | Method of agglomerating and stabilizing particulate matter by chemical treatment |
| US3331209A (en) * | 1963-07-12 | 1967-07-18 | Const Aggregates Corp | Method of constructing an earthen dike and combination trenching and back-filling machine therefor |
| US3474625A (en) * | 1967-05-29 | 1969-10-28 | Phillips Petroleum Co | Laminates of a polyolefin fabric and/or film and asphaltic material |
-
1970
- 1970-09-18 US US73361A patent/US3680319A/en not_active Expired - Lifetime
-
1971
- 1971-08-18 AU AU32481/71A patent/AU469534B2/en not_active Expired
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US980982A (en) * | 1908-08-06 | 1911-01-10 | Sigmund Von Medveczky | Slab or block composed of cement and wire-netting. |
| US1879430A (en) * | 1931-06-02 | 1932-09-27 | Fred A Noetzli | Dam and method of constructing the same |
| US2413867A (en) * | 1944-12-02 | 1947-01-07 | Elton E Easterday | Concrete retaining wall |
| US2771745A (en) * | 1952-08-25 | 1956-11-27 | Gulf States Asphalt Company In | Asphalt lining |
| US3286475A (en) * | 1963-03-27 | 1966-11-22 | Nalco Chemical Co | Method of agglomerating and stabilizing particulate matter by chemical treatment |
| US3331209A (en) * | 1963-07-12 | 1967-07-18 | Const Aggregates Corp | Method of constructing an earthen dike and combination trenching and back-filling machine therefor |
| US3474625A (en) * | 1967-05-29 | 1969-10-28 | Phillips Petroleum Co | Laminates of a polyolefin fabric and/or film and asphaltic material |
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4068968A (en) * | 1976-07-16 | 1978-01-17 | Phillips Petroleum Company | Roadway barrier structure and method of making |
| US4184786A (en) * | 1978-03-06 | 1980-01-22 | Richards Charles D | Earth dam protective covering |
| US4521131A (en) * | 1984-05-14 | 1985-06-04 | Shell Offshore Inc. | Lightweight semi-flexible dike |
| US4913583A (en) * | 1986-06-03 | 1990-04-03 | Didier Ledeuil | Method for waterproofing a roller compacted concrete of rubble |
| US5971661A (en) * | 1997-07-30 | 1999-10-26 | Johnson; Harold Wayne | Water containment device and levee for impeding a flow of water |
| US6334736B1 (en) | 1997-07-30 | 2002-01-01 | Aqua Levee, Llc | Flood barrier |
| US20040056064A1 (en) * | 2002-07-04 | 2004-03-25 | M.I.T. International Co., Ltd. | Loop-pin attaching device |
| US6679654B1 (en) | 2003-01-27 | 2004-01-20 | Aqua Levee Enterprises, Llc | Flood control system |
| US20050025569A1 (en) * | 2003-07-30 | 2005-02-03 | Michael Kozlowski | Apparatus and method for driveway gutter |
| US20050241241A1 (en) * | 2003-07-30 | 2005-11-03 | Michael Kozlowski | Driveway gutter having flexible filler mat |
| US6979145B2 (en) | 2003-07-30 | 2005-12-27 | Michael Kozlowski | Driveway gutter having flexible filler mat |
| US20090103981A1 (en) * | 2007-10-19 | 2009-04-23 | Giancarlo Tagini | Expansion Device For Containing Overflows |
Also Published As
| Publication number | Publication date |
|---|---|
| AU469534B2 (en) | 1976-02-19 |
| AU3248171A (en) | 1973-02-22 |
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