CN106759397A - Ecological lattice guest method to set up - Google Patents
Ecological lattice guest method to set up Download PDFInfo
- Publication number
- CN106759397A CN106759397A CN201710009672.2A CN201710009672A CN106759397A CN 106759397 A CN106759397 A CN 106759397A CN 201710009672 A CN201710009672 A CN 201710009672A CN 106759397 A CN106759397 A CN 106759397A
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- lattice guest
- gabion
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- lattice
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/005—Soil-conditioning by mixing with fibrous materials, filaments, open mesh or the like
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0084—Geogrids
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Paleontology (AREA)
- Ocean & Marine Engineering (AREA)
- Soil Sciences (AREA)
- Agronomy & Crop Science (AREA)
- Mechanical Engineering (AREA)
- Revetment (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The present invention is a kind of ecological lattice guest method to set up, and step is as follows：Underlying basis are set；Bottom lattice guest's gabion spread configuration；Bottom lattice guest's gabion main body is set；Filler：After bottom lattice guest's gabion all sets, building stones are filled in bottom lattice guest's gabion main body, multiple filler is used during filler, the floor height of each filler is not more than 30cm, until filling up, top layer filling building stones are higher than lattice guest's gabion main body, afterwards manually or mechanically to build base leveling, mutually overlapped between making filling building stones；Upper strata Ge Bin gabions are set；Enter the between-line spacing jackstone that bankets and dissipate and fill out throwing, compaction in layers of banketing, every layer of filled slope 20cm, jackstone is dissipated after wall must be layered throwing, per thickness degree 30cm；The peat of 10~15cm is filled out in lattice Bin Qiang tops paving.Ecological lattice guest method to set up of the invention, it can effectively prevent ramp soil erosion, and set convenient, long service life, go for more extreme region while being not easy to be destroyed in natural calamity.
Description
Technical field
The present invention relates to the anti-erosion setting technical field in anti-erosion engineering installation, particularly ramp, specifically,
A kind of its ecological lattice guest method to set up of displaying.
Background technology
In anti-erosion engineering installation technical field, the waterproof soil erosion in ramp be more refractory reason problem it
One；
At this stage barricade is piled up using stone or in direct Turf Culture after setting protection network on ramp to ensure anti-water and soil
It is lost in, it has following defect：
1) barricade is piled up using stone, it is coarse that stone outside is handed over, and security incident is easily caused, simultaneously because stone appearance
Face is exposed, and weathering, service life is low；
2) the direct Turf Culture after protection network is set on ramp, engineering cost is high, and in rainy season, and rainwater can be by
Soil and turf are gone out, and engineering limitations are high；
3) when ground situation changes, such as there is differential settlement, earthquake, method to set up at this stage easily goes out
Show the states such as stone falls or protection network integrally pushes away, cause ramp to be destroyed.
Therefore, it is necessary to provide a kind of ecological lattice guest method to set up to solve the above problems.
The content of the invention
It is an object of the invention to provide a kind of ecological lattice guest method to set up, it can effectively prevent ramp soil erosion, and set
Put conveniently, long service life, go for more extreme region while being not easy to be destroyed in natural calamity.
The present invention is achieved through the following technical solutions above-mentioned purpose：
A kind of ecological lattice guest method to set up, comprises the following steps：
1) underlying basis are set：Clear base is carried out, hard, the sharp debris of all protrusions are removed, basis compacting is struck off, then
Carry out casting concrete bed course；
2) bottom lattice guest gabion spread configuration：Mesh sheet is opened and is aligned, connected with line, a tying point is set at the 20cm of interval,
One-shot forming forms lattice guest's gabion, then lattice guest's gabion is put into fixed position, and adjacent lattice guest gabion binding connects to form entirety；
3) bottom lattice guest gabion main body is set：The side of lattice guest gabion four is erected, with wiring by adjacent edge along locking；
4) filler：After bottom lattice guest's gabion all sets, building stones are filled in bottom lattice guest's gabion main body, used during filler
Multiple filler, the floor height of each filler is not more than 30cm, until filling up, top layer filling building stones are higher than lattice guest's gabion main body, after with
Manually or mechanically build and build leveling, mutually overlapped between making filling building stones；
5) Ge Bin gabions in upper strata are set：Upper strata Ge Bin gabions are fixed on along upper strata Ge Bin gabions bottom frame using wiring
On lattice guest's gabion of bottom, the adjacent lattice guest gabion of same layer is also mutually fastened using wiring, lattice guest's gabion box is connected,
After filling step 4 in the Ge Bin gabions of upper strata)；
6) lattice guest's wall is formed after Multi-layer lattice guest gabion is set, throwing is filled out in lattice guest's laggard between-line spacing of wall wall jackstone that bankets and dissipate,
Banket compaction in layers, every layer of filled slope 20cm, jackstone is dissipated after wall must be layered throwing, per thickness degree 30cm；
7) peat of 10~15cm is filled out in lattice Bin Qiang tops paving.
Further, step 1) in, basic plane position allowable error ± 30mm- ± 40mm；Elevation allowable error ±
30mm；Relative height differential allowed band ± the 30mm of domatic irregularity degree.
Further, step 2) in, lattice guest's gabion fissure of displacement ornaments are in place, it is to avoid longitudinally through seam occur；Lattice guest gabion resists
Tensile strength is not less than 30MPa, and mesh is 100 × 120mm, and twine is not less than ￠ 2.5mm, and side silk is not less than ￠ 3.2mm.
Further, step 3) in, during suture arris, wiring is turned round around two double kink side helical forms of the wire of coincidence
Tightly；During suture grid, the double kink side helical forms of wire and cylinder mould are tightened；The pitch of spiral is no more than 50mm simultaneously.
Further, step 4) in need to also be set in lattice guest's gabion eight wordline carry out lattice guest gabion sizing reinforce, eight words
Line is set to：Rockfilled in each case and lacing wire is set after 1/3 height, be inwardly strained and fixed in splayed.
Further, step 4) in, when top layer filling building stones have space, it is filled with small crushed stone building stones；And filling
Building stones are forbidden using rust stone, land waste, and filling building stones diameter is not less than 12cm, and quality should be not less than 1.70 not less than 5kg unit weights
Ton/cubic meter.
Further, step 3) and step 5) be required to plaid matching guest's gabion and covered, closing step is：Top filled stone
After material block base is smooth, under top cover lid, the wire helical forms bundle of two coincidences is tied up with wiring then and is tightened, pitch not should be greater than
50mm, after now needing first to determine often end neighborhood of nodes using capping is clamping, then is subject to colligation；Capping and net cage frame intersecting lens, should
Often it is separated by 25cm colligations together.
Further, step 3) in, spacer web and the body of the lattice guest gabion answer it is in 90 ° intersect, it is banded to form length
Square Net-cage group or net cage；Binding wire must be that colligation must be doublet cord and twist with the steel wire of netting twine same material and together with
Tightly.
Further, constitute net cage group or the various mesh sheet junction colligation roads number of net cage is：Spacer web and the four of body
Each colligation of place's angle of cut is together；Spacer web and body junction are at interval of together with 25cm colligations；Adjacent frame between spacer web and body
Line, it is necessary to be coupled using combination line.Connect around-circle with binding wire-hole-hole perforates twisted connection in the shape of a spiral around two circles.
Further, colligation is connected between net cage group to be distributed as：Each colligation in corner up and down of adjacent net cage group is together；Adjacent net
The wire up and down or broken line of case group, it is necessary at interval of 25cm colligations together；Then every square metre of the mesh sheet faying face of adjacent net cage group
At colligation 2, it is necessary to by lower section net cage in the lump colligation, in the hope of being connected.
Wherein：
Objective case gabion have low cost, it is ecological it is good, share the features such as scope wide, plastic deformation；
The filling building stones of suitable particle diameter is inserted and reach certain porosity, successively build by laying bricks or stones in the objective case gabion for possessing flexibility
Form a kind of i.e. ecological lattice guest barricade of new flexible soil-retaining structure；Ecological lattice guest barricade is shared in big by current scour
Stormy waves is attacked and protection works underlying basis are not disposable or retaining wall, toe bottom local douche depth are excessive along the river along the river
Embankment toe or shore protection；
Ecological lattice guest barricade has larger porosity (20%~30%), therefore need not set spilled water hole, expansion joint and heavy
Drop seam also can simply be laid；And the ecological ecological good, low cost of lattice guest's barricade, be amenable to moderate finite deformation and the strong point such as will not crush；
Ecology lattice guest's barricade Ying Yu is implemented in the area that building stones enrich simultaneously, and building stones particle diameter, intensity, weathering water are same
Etc. being both needed to suitable requirement；If being far spaced moving rock material, cost can be increased, under conditions of skill is feasible, should be with remaining layout
The retaining wall of situation carries out economy specific force.
Ecological lattice guest barricade can be used for slope retaining, pattern foundation pit supporting structure, massif scar shotcrete with steel bar nets, side slope, plant raw (greening),
Railway and expressway breaks off guardrail net, while ecological lattice guest gabion, ecological lattice guest's stone pad can also be made, for rivers, dykes and dams and
The anti-flushing in seawall is safeguarded with reservoir.
Compared with prior art, ecological lattice guest method to set up of the invention, it can effectively prevent ramp soil erosion, and set
Put conveniently, long service life, go for more extreme region while being not easy to be destroyed in natural calamity.
Specific embodiment
Embodiment：
The present embodiment shows a kind of ecological lattice guest method to set up, comprises the following steps：
1) underlying basis are set：Clear base is carried out, hard, the sharp debris of all protrusions are removed, basis compacting is struck off, then
Carry out casting concrete bed course；
2) bottom lattice guest gabion spread configuration：Mesh sheet is opened and is aligned, connected with line, a tying point is set at the 20cm of interval,
One-shot forming forms lattice guest's gabion, then lattice guest's gabion is put into fixed position, and adjacent lattice guest gabion binding connects to form entirety；
3) bottom lattice guest gabion main body is set：The side of lattice guest gabion four is erected, with wiring by adjacent edge along locking；
4) filler：After bottom lattice guest's gabion all sets, building stones are filled in bottom lattice guest's gabion main body, used during filler
Multiple filler, the floor height of each filler is not more than 30cm, until filling up, top layer filling building stones are higher than lattice guest's gabion main body, after with
Manually or mechanically build and build leveling, mutually overlapped between making filling building stones；
5) Ge Bin gabions in upper strata are set：Upper strata Ge Bin gabions are fixed on along upper strata Ge Bin gabions bottom frame using wiring
On lattice guest's gabion of bottom, the adjacent lattice guest gabion of same layer is also mutually fastened using wiring, lattice guest's gabion box is connected,
After filling step 4 in the Ge Bin gabions of upper strata)；
6) lattice guest's wall is formed after Multi-layer lattice guest gabion is set, throwing is filled out in lattice guest's laggard between-line spacing of wall wall jackstone that bankets and dissipate,
Banket compaction in layers, every layer of filled slope 20cm, jackstone is dissipated after wall must be layered throwing, per thickness degree 30cm；
7) peat of 10~15cm is filled out in lattice Bin Qiang tops paving.
Step 1) in, basic plane position allowable error ± 30mm- ± 40mm；Elevation allowable error ± 30mm；It is domatic not
Relative height differential allowed band ± the 30mm of flatness.
Step 2) in, lattice guest's gabion fissure of displacement ornaments are in place, it is to avoid longitudinally through seam occur；Lattice guest's gabion tensile strength is not small
In 30MPa, mesh is 100 × 120mm, and twine is not less than ￠ 2.5mm, and side silk is not less than ￠ 3.2mm.
Step 3) in, during suture arris, wiring is tightened around two double kink side helical forms of the wire of coincidence；Suture lattice
During grid, the double kink side helical forms of wire and cylinder mould are tightened；The pitch of spiral is no more than 50mm simultaneously.
Step 4) in eight wordline need to be also set in lattice guest's gabion carry out the sizing of lattice guest gabion and reinforce, eight wordline are set to：
Rockfilled in each case and lacing wire is set after 1/3 height, be inwardly strained and fixed in splayed.
Step 4) in, when top layer filling building stones have space, it is filled with small crushed stone building stones；And filling building stones are forbidden to make
With rust stone, land waste, fill building stones diameter and be not less than 12cm, quality should be not less than 1.70 tons/cubic metre not less than 5kg unit weights.
Step 3) and step 5) be required to plaid matching guest's gabion and covered, closing step is：Top filling building stones are built and build flat
After whole, under top cover lid, the wire helical forms bundle of two coincidences tied up with wiring then and is tightened, pitch not should be greater than 50mm, now
After first often end neighborhood of nodes need to being determined using capping is clamping, then it is subject to colligation；Capping and net cage frame intersecting lens, should often be separated by 25cm
Colligation is together.
Step 3) in, spacer web and the body of lattice guest's gabion answer it is in 90 ° intersect, it is banded to form rectangle net cage group or net
Case；Binding wire must be that colligation must be doublet cord and wring with the steel wire of netting twine same material and together with.
The various mesh sheet junction colligation roads number for constituting net cage group or net cage is：Spacer web is respectively tied up with the angle of cut everywhere of body
Prick together；Spacer web and body junction are at interval of together with 25cm colligations；Adjacent wire between spacer web and body, it is necessary to use
Combination line is coupled.Connect around-circle with binding wire-hole-hole perforates twisted connection in the shape of a spiral around two circles.
Colligation is connected between net cage group to be distributed as：Each colligation in corner up and down of adjacent net cage group is together；Adjacent net cage group it is upper
Lower wire or broken line, it is necessary at interval of 25cm colligations together；The mesh sheet faying face of adjacent net cage group is then at every square metre of colligation 2,
Must be by lower section net cage in the lump colligation, in the hope of being connected.
Compared with prior art, the ecological lattice guest method to set up of the present embodiment, it can effectively prevent ramp soil erosion, and
Set convenient, long service life goes for more extreme region while being not easy to be destroyed in natural calamity.
Above-described is only some embodiments of the present invention.For the person of ordinary skill of the art, not
On the premise of departing from the invention design, various modifications and improvements can be made, these belong to protection model of the invention
Enclose.
Claims (10)
1. a kind of ecological lattice guest method to set up, it is characterised in that：Comprise the following steps：
1) underlying basis are set：Clear base is carried out, hard, the sharp debris of all protrusions are removed, basis compacting is struck off, then carry out
Casting concrete bed course；
2) bottom lattice guest gabion spread configuration：Mesh sheet is opened and is aligned, connected with line, set a tying point at the 20cm of interval, once
Shaping forms lattice guest's gabion, then lattice guest's gabion is put into fixed position, and adjacent lattice guest gabion binding connects to form entirety；
3) bottom lattice guest gabion main body is set：The side of lattice guest gabion four is erected, with wiring by adjacent edge along locking；
4) filler：After bottom lattice guest's gabion all sets, building stones are filled in bottom lattice guest's gabion main body, using multiple during filler
Filler, the floor height of each filler is not more than 30cm, until fill up, top layer filling building stones are higher than lattice guest's gabion main body, after with artificial
Or machinery is built and builds leveling, is mutually overlapped between making filling building stones；
5) Ge Bin gabions in upper strata are set：Upper strata Ge Bin gabions are fixed on bottom along upper strata Ge Bin gabions bottom frame using wiring
Lattice guest's gabion on, the adjacent lattice guest gabion of same layer is also mutually fastened using wiring, lattice guest's gabion box is connected, after
Filling step 4 in the Ge Bin gabions of upper strata)；
6) lattice guest's wall is formed after Multi-layer lattice guest gabion is set, throwing is filled out in lattice guest's laggard between-line spacing of wall wall jackstone that bankets and dissipate, banketed
Compaction in layers, every layer of filled slope 20cm, jackstone is dissipated after wall must be layered throwing, per thickness degree 30cm；
7) peat of 10~15cm is filled out in lattice Bin Qiang tops paving.
2. a kind of ecological lattice guest method to set up according to claim 1, it is characterised in that：Step 1) in, basic plane position
Put allowable error ± 30mm- ± 40mm；Elevation allowable error ± 30mm；The relative height differential allowed band of domatic irregularity degree ±
30mm。
3. a kind of ecological lattice guest method to set up according to claim 2, it is characterised in that：Step 2) in, lattice guest gabion is wrong
Seam ornaments are in place, avoid the occurrence of longitudinally through seam；Lattice guest's gabion tensile strength is not less than 30MPa, and mesh is 100 × 120mm, net
Silk is not less than ￠ 2.5mm, and side silk is not less than ￠ 3.2mm.
4. a kind of ecological lattice guest method to set up according to claim 3, it is characterised in that：Step 3) in, during suture arris,
Wiring is tightened around two double kink side helical forms of the wire of coincidence；During suture grid, by wire and the double kink side spiral shells of cylinder mould
Rotation shape is tightened；The pitch of spiral is no more than 50mm simultaneously.
5. a kind of ecological lattice guest method to set up according to claim 1-4 any one, it is characterised in that：Step 4) in also
Eight wordline need to be set in lattice guest's gabion carries out the sizing reinforcing of lattice guest gabion, and eight wordline are set to：Rockfilled in each case after 1/3 height
Lacing wire is set, is inwardly strained and fixed in splayed.
6. a kind of ecological lattice guest method to set up according to claim 5, it is characterised in that：Step 4) in, top layer filled stone
When material has space, it is filled with small crushed stone building stones；And filling building stones are forbidden, using rust stone, land waste, to fill building stones diameter
Not less than 12cm, quality should be not less than 1.70 tons/cubic metre not less than 5kg unit weights.
7. a kind of ecological lattice guest method to set up according to claim 6, it is characterised in that：Step 3) and step 5) be required to
Plaid matching guest's gabion is covered, and closing step is：Top filling building stones build build it is smooth after, under top cover lid, then with wiring by two
The wire helical form that bar overlaps is pricked to tie up and tightened, and pitch not should be greater than 50mm, now needs first to determine often to hold adjacent bonds using capping is clamping
After point, then it is subject to colligation；Capping and net cage frame intersecting lens, should often be separated by 25cm colligations together.
8. a kind of ecological lattice guest method to set up according to claim 6 or 7, it is characterised in that：Step 3) in, the lattice guest
The spacer web of gabion and body answer it is in 90 ° intersect, it is banded to form rectangle net cage group or net cage；Binding wire must be and netting twine
The steel wire of same material and every one colligation must be doublet cord and wring.
9. a kind of ecological lattice guest method to set up according to claim 8, it is characterised in that：Constitute each of net cage group or net cage
Planting mesh sheet junction colligation road number is：Spacer web is together with each colligation of the angle of cut everywhere of body；Spacer web is every with body junction
It is spaced 25cm colligations together；Adjacent wire between spacer web and body, it is necessary to be coupled using combination line.Use binding wire-hole
Connect around-circle-hole perforates twisted connection in the shape of a spiral around two circles.
10. a kind of ecological lattice guest method to set up according to claim 9, it is characterised in that：Colligation point is connected between net cage group
Cloth is：Each colligation in corner up and down of adjacent net cage group is together；The wire up and down or broken line of adjacent net cage group, it is necessary at interval of 25cm
Colligation is together；The mesh sheet faying face of adjacent net cage group is then at every square metre of colligation 2, it is necessary to by lower section net cage in the lump colligation, in the hope of
It is connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710009672.2A CN106759397A (en) | 2017-01-06 | 2017-01-06 | Ecological lattice guest method to set up |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710009672.2A CN106759397A (en) | 2017-01-06 | 2017-01-06 | Ecological lattice guest method to set up |
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| CN106759397A true CN106759397A (en) | 2017-05-31 |
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ID=58949891
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| CN201710009672.2A Pending CN106759397A (en) | 2017-01-06 | 2017-01-06 | Ecological lattice guest method to set up |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108824412A (en) * | 2018-07-16 | 2018-11-16 | 湖北工业大学 | Based on gabion wall reinforced earth and strong tamping combined soft base processing method |
| CN111347819A (en) * | 2020-04-26 | 2020-06-30 | 岩土科技股份有限公司 | Large-scale landscape rockery construction method |
| CN111395105A (en) * | 2020-04-17 | 2020-07-10 | 重庆大学 | Night-visit footpath structure for waterfront submerged area and construction method thereof |
| CN111749197A (en) * | 2020-05-20 | 2020-10-09 | 中国一冶集团有限公司 | Riverbank zone ecological restoration system and construction method thereof |
| US11434616B1 (en) | 2019-12-19 | 2022-09-06 | Robert Anderson | Erosion block |
| RU2791062C1 (en) * | 2021-11-22 | 2023-03-02 | федеральное государственное бюджетное образовательное учреждение высшего образования "Уфимский университет науки и технологий" | Method for applying gabion structures to increase the capacity of a man-made container |
| CN117027012A (en) * | 2023-08-08 | 2023-11-10 | 福建省地质工程勘察院 | High-polymer grouting rapid reinforced high-fill side slope and construction method thereof |
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| JPH11209988A (en) * | 1998-01-22 | 1999-08-03 | Setouchi Kanaami Shoko Kk | Gabion |
| CN1512011A (en) * | 2002-12-30 | 2004-07-14 | 中国科学院地质与地球物理研究所 | Layered net type steel bar stone cage barricade for reinforcing slope |
| CN104328766A (en) * | 2014-10-31 | 2015-02-04 | 杭州市市政工程集团有限公司 | Ecological stone cage net box retaining wall and construction method |
| CN104612107A (en) * | 2015-02-02 | 2015-05-13 | 成军 | River channel reinforced gabion and water-permeable geotextile composite ecological slope protection retaining wall construction method |
| CN105064273A (en) * | 2015-07-25 | 2015-11-18 | 山东农业大学 | Constructing method for grass planting gabion ecological terrace ridge |
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2017
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11209988A (en) * | 1998-01-22 | 1999-08-03 | Setouchi Kanaami Shoko Kk | Gabion |
| CN1512011A (en) * | 2002-12-30 | 2004-07-14 | 中国科学院地质与地球物理研究所 | Layered net type steel bar stone cage barricade for reinforcing slope |
| CN104328766A (en) * | 2014-10-31 | 2015-02-04 | 杭州市市政工程集团有限公司 | Ecological stone cage net box retaining wall and construction method |
| CN104612107A (en) * | 2015-02-02 | 2015-05-13 | 成军 | River channel reinforced gabion and water-permeable geotextile composite ecological slope protection retaining wall construction method |
| CN105064273A (en) * | 2015-07-25 | 2015-11-18 | 山东农业大学 | Constructing method for grass planting gabion ecological terrace ridge |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108824412A (en) * | 2018-07-16 | 2018-11-16 | 湖北工业大学 | Based on gabion wall reinforced earth and strong tamping combined soft base processing method |
| US11434616B1 (en) | 2019-12-19 | 2022-09-06 | Robert Anderson | Erosion block |
| CN111395105A (en) * | 2020-04-17 | 2020-07-10 | 重庆大学 | Night-visit footpath structure for waterfront submerged area and construction method thereof |
| CN111347819A (en) * | 2020-04-26 | 2020-06-30 | 岩土科技股份有限公司 | Large-scale landscape rockery construction method |
| CN111749197A (en) * | 2020-05-20 | 2020-10-09 | 中国一冶集团有限公司 | Riverbank zone ecological restoration system and construction method thereof |
| RU2791062C1 (en) * | 2021-11-22 | 2023-03-02 | федеральное государственное бюджетное образовательное учреждение высшего образования "Уфимский университет науки и технологий" | Method for applying gabion structures to increase the capacity of a man-made container |
| CN117027012A (en) * | 2023-08-08 | 2023-11-10 | 福建省地质工程勘察院 | High-polymer grouting rapid reinforced high-fill side slope and construction method thereof |
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Application publication date: 20170531 |