CN108951668A - Combined prevention and control system for slope landslide caused by fill slope underground water - Google Patents
Combined prevention and control system for slope landslide caused by fill slope underground water Download PDFInfo
- Publication number
- CN108951668A CN108951668A CN201810933331.9A CN201810933331A CN108951668A CN 108951668 A CN108951668 A CN 108951668A CN 201810933331 A CN201810933331 A CN 201810933331A CN 108951668 A CN108951668 A CN 108951668A
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- Prior art keywords
- floral tube
- slope
- level
- embankment
- vertical
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 38
- 230000002265 prevention Effects 0.000 title description 6
- 238000012544 monitoring process Methods 0.000 claims abstract description 8
- 229910001220 stainless steel Inorganic materials 0.000 claims description 18
- 239000010935 stainless steel Substances 0.000 claims description 16
- 239000002184 metal Substances 0.000 claims description 10
- 239000004746 geotextile Substances 0.000 claims description 6
- 238000012946 outsourcing Methods 0.000 claims description 6
- 238000005096 rolling process Methods 0.000 claims description 6
- 230000003111 delayed effect Effects 0.000 claims description 3
- 244000258825 Scaevola taccada Species 0.000 abstract 5
- 239000004744 fabric Substances 0.000 abstract 1
- 230000004224 protection Effects 0.000 description 4
- 238000009434 installation Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 102000002322 Egg Proteins Human genes 0.000 description 1
- 108010000912 Egg Proteins Proteins 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000009825 accumulation Methods 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- 244000139794 beach naupaka Species 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000029142 excretion Effects 0.000 description 1
- 238000011835 investigation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 210000004681 ovum Anatomy 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 239000002893 slag Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Classifications
-
- 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
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D19/00—Keeping dry foundation sites or other areas in the ground
- E02D19/06—Restraining of underground water
- E02D19/10—Restraining of underground water by lowering level of ground water
-
- 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
- E02D3/02—Improving by compacting
- E02D3/10—Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains
- E02D3/103—Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains by installing wick drains or sand bags
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Paleontology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Agronomy & Crop Science (AREA)
- Soil Sciences (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The invention discloses a combined control system for landslide caused by filling side slope underground water, wherein horizontal half-flower pipes are paved in a filling side slope layer by layer, the horizontal half-flower pipes are formed by adopting rustproof pipes with drain holes on the upper half part and closed lower half part and combining soft joints in series, the horizontal half-flower pipes are gradually inclined downwards from back to front, geotechnical cloth is wrapped outside the horizontal half-flower pipes, and a pebble layer is paved on the upper parts of the horizontal half-flower pipes to prevent blockage; the filling slope is characterized in that vertical perforated pipes are buried in the filling slope at intervals from front to back, the vertical perforated pipes are made of rustproof pipes with drain holes formed in the circumferential direction, the lower ends of the vertical perforated pipes extend into an original ground line, the upper ends of the vertical perforated pipes are exposed out of the filling slope, and a real-time water level monitoring alarm and a water pump are arranged in the vertical perforated pipes. Through constructing an effective inverted drainage system, accumulated water in the filling side slope is led out and drained in time, and the phenomenon that water is supersaturated to form a soft sliding belt at the bottom is avoided, so that safety accidents such as side slope landslide are caused.
Description
Technical field
The present invention relates to embankment Slope Prevention technical fields, and in particular to one kind avoids embankment side slope from drawing because of underground ponding
The joint on hair landslide prevents and treats system.
Background technique
Landslide accident has occurred in the red col dregs receiving field on December 20th, 2015, Shenzhen light new district, causes 73
People is dead, 4 people are missing, 17 people are injured, and 8.81 hundred million yuan of direct economic loss.Accident investigation analysis shows, underground water collects
The one of the major reasons of rare major accident in being this inside side slope.Although red col dregs receiving field top drainage system is made
It is relatively good, but it is the absence of underdrainage system.Effective drainage system is not built, receiving field internal water accumulation fails export row
It lets out, causes the aqueous supersaturation of the dregs of slag, form bottom weak slip zone.
Therefore, the adverse effect that underground water should be fully considered when embankment slope treatment, answers side slope to be internally lauched and takes
Comprehensive white-out measure and dynamic monitoring measure.
Summary of the invention
The present invention is intended to provide a kind of joint prevention and treatment system for being exclusively used in embankment side slope and preventing underground water from causing landslide, passes through
The effective drainage system of construction, exports excretion for ponding inside embankment side slope in time, avoids aqueous supersaturation from forming bottom soft
Weak slip band, to cause the safety accidents such as embankment slope and land slide.
For this purpose, the technical scheme adopted by the invention is as follows: a kind of embankment slope underground water causes the joint prevention and treatment system on landslide
System, the embankment side slope are protected using ratio of slope slope and in conjunction with anchor pole lattice, and the slope surface classification along embankment side slope is provided with
The bottom of riding track, embankment side slope is provided with weeper drain, and place Min layers are equipped with half floral tube of level, the level half in embankment side slope
Floral tube is provided with drainage hole, the closed antirust tubing in lower half using the upper half and is connected in series in conjunction with connecting hose, half floral tube of level
It gradually tilts downward from back to front, and embankment side slope is exposed in the front end of half floral tube of level, half floral tube outsourcing geotextiles of level are simultaneously
It is anti-blocking that boulder bed is laid on the top of half floral tube of level；Vertical floral tube is embedded with to time interval in embankment side slope, it is described perpendicular
It is made to floral tube of the circumferential antirust tubing for being provided with drainage hole, primitively upper thread, vertical floral tube are protruded into the lower end of vertical floral tube
Upper end expose embankment side slope, vertical floral tube outsourcing geotextiles and anti-blocking, the vertical flower that is laid with boulder bed around vertical floral tube
Setting real time water level monitoring alarm instrument and water pump in pipe.
Half floral tube of level is laid with after backfill layered rolling as a preferred embodiment of the above solution,；It is described vertical
Floral tube is threadedly coupled using more piece antirust tubing, and is vertically buried in backfill layered rolling, it is ensured that installation can
It leans on.
Further preferably, level-one side slope is provided with a vertical floral tube, and vertical floral tube face riding track and a left side
The right side is centrally located, and the vertical floral tube of last root is arranged on the critical surface that primitively upper thread is delayed by abrupt change.Optimize vertical floral tube
Installation position can be drained preferably.
Further preferably, half floral tube of a row of horizontal, horizontal half flower are provided with by bottom position in side slopes at different levels
The front end of pipe is 0.8~1.2m higher than next stage riding track, and the spacing of every half floral tube of row of horizontal is 4~6m, and half floral tube of level is using outer
150~180mm of diameter, 8~12mm of wall thickness stainless-steel seamless pipe be made；The upper half of half floral tube of level is provided with 3~4 column
Hole, every column pitch L are 40~60mm, and the drainage hole in adjacent column is staggered to be arranged in blossom type, half floral tube of upper layer and lower layer level
Drainage hole is staggered to be arranged in blossom type；The structure size and installation position of half floral tube of optimum level are discharged from half floral tube of level
Water just flows into the gutter on the inside of riding track, can preferably be drained.
Further preferably, the vertical floral tube uses the stainless steel jointless of 300~350mm of outer diameter, 10~20mm of thickness
Steel pipe is made, and is circumferentially provided with 6~10 column drainage holes, adjacent drainage channel 80~120mm of pitch of holes in each column, and the drainage hole of adjacent column is wrong
It opens and is arranged in blossom type；Optimize the structure size of vertical floral tube, can preferably be drained.
Further preferably, the ovum being laid with around the boulder bed, vertical floral tube of the top laying of half floral tube of level
Rock layers partial size is not more than 10cm.
Further preferably, half floral tube of level gradually has 5% gradient downward from back to front.
Further preferably, the connecting hose is metal connecting hose, and the antirust tubing is stainless steel tube, metal connecting hose
Both ends and corresponding stainless steel tube using being threadedly coupled, the inner tube of metal connecting hose is with spiral thin-wall stainless steel wave
Line pipe, outer layer net cover are woven using stainless steel wire, keep connecting hose durable.
Beneficial effects of the present invention: on the basis of existing embankment slope protection structure, layering is laid with horizontal half is added
The inbuilt vertical floral tube of floral tube, time interval, forms that draining in length and breadth, water level monitoring, drawing water combines, engineering control and risk pipe
Control the embankment side slope flood prevention and control system combined；Half floral tube of level is connected using connecting hose, adapt in work progress and from
So soil body slight deformation that sedimentation causes prevents to be pulled off in use process because of soil deformation；Real-time Water is set in vertical floral tube
Position monitoring alarm instrument and water pump, the automatic alarm when reaching preset water level in vertical floral tube, and in time by water pump side slope
Portion's underground water carries out pump drainage, realizes the risk management and control during side slope is administered and after administering.
Detailed description of the invention
Fig. 1 is top view of the invention.
Fig. 2 is the A-A cross-sectional view of Fig. 1.
Fig. 3 is the profilograph of half floral tube of level.
Fig. 4 is the drawing in side sectional elevation of half floral tube of level.
Fig. 5 is the top view of half floral tube of level.
Fig. 6 is the schematic diagram of metal connecting hose.
Fig. 7 is the drawing in side sectional elevation of vertical floral tube.
Fig. 8 is the elevation of vertical floral tube.
Fig. 9 is the expansion enlarged drawing of vertical floral tube.
Specific embodiment
By way of example and in conjunction with the accompanying drawings, the invention will be further described:
As shown in Figure 1 and Figure 2, embankment side slope is protected using ratio of slope slope and in conjunction with anchor pole lattice 1, for example 1:2 is put
Slope ratio of slope.It is provided with six rib block slope protections and greening between lattice, embankment side slope further includes primitively upper thread 7 and side slope top platform 9.
Slope surface classification along embankment side slope is provided with riding track 2, and intercepting ditch 2a is provided on the inside of riding track 2.It is provided in front of embankment side slope
Side slope leading edge retaining structure 8 (such as pile plate wall or retaining wall), the bottom of embankment side slope is provided with weeper drain 3, rear and two sides
Boundary is provided with boundary intercepting ditch 10.The above is existing embankment slope protection structure, but not limited to this.
A kind of embankment slope underground water causes the joint prevention and treatment system on landslide, on the basis of existing embankment slope protection structure
On, it is additionally arranged half floral tube 4 of level, vertical floral tube 5, real time water level monitoring alarm instrument and water pump (not shown).Specific structure
It is as follows:
Place Min layers are equipped with half floral tube 4 of level in embankment side slope.In conjunction with shown in Fig. 1-Fig. 5, half floral tube 4 of level is using upper
Half portion is provided with drainage hole, the closed antirust tubing in lower half and is connected in series in conjunction with connecting hose.Half floral tube 4 of level from back to front by
It gradually tilts downward, and embankment side slope is exposed in the front end of half floral tube 4 of level.Half floral tube of level, 4 outsourcing geotextiles 6 and horizontal half
It is anti-blocking that the top of floral tube 4 is laid with boulder bed.
Preferably, it is provided with half floral tube 4 of a row of horizontal by bottom position in side slopes at different levels, half floral tube 4 of level
Front end is 0.8~1.2m higher than next stage riding track 2, and the spacing of every half floral tube 4 of row of horizontal is 4~6m, and half floral tube 4 of level uses outer diameter
150~180mm, 8~12mm of wall thickness stainless-steel seamless pipe be made.The upper half of half floral tube 4 of level is provided with 3~4 column holes, often
Column pitch L is 40~60mm, and the drainage hole in adjacent column is staggered to be arranged in blossom type, the draining of half floral tube 4 of upper layer and lower layer level
Hole is staggered to be arranged in blossom type.In addition, half floral tube 4 of level gradually has 5% gradient downward from back to front.
As shown in fig. 6, connecting hose be metal connecting hose, antirust tubing be stainless steel tube, the both ends of metal connecting hose with it is right
For the stainless steel tube answered using being threadedly coupled, the inner tube of metal connecting hose is with spiral thin-wall stainless steel bellows, outer layer
Net cover is woven using stainless steel wire.
In conjunction with shown in Fig. 1, Fig. 2, Fig. 7-Fig. 9, vertical floral tube 5 is embedded with to time interval in embankment side slope.Vertical flower
Pipe 5 is made of the circumferential antirust tubing for being provided with drainage hole, and primitively upper thread 7, vertical floral tube 5 are protruded into the lower end of vertical floral tube 5
Upper end expose embankment side slope.Vertical 5 outsourcing geotextiles 6 of floral tube and to be laid with boulder bed around vertical floral tube 5 anti-blocking, vertically
Setting real time water level monitoring alarm instrument and water pump in floral tube 5.
Vertical floral tube 5 is made of the stainless-steel seamless pipe of 300~350mm of outer diameter, 10~20mm of thickness, is circumferentially provided with
6~10 column drainage holes, adjacent drainage channel 80~120mm of pitch of holes in each column, the drainage hole of adjacent column is staggered to be arranged in blossom type.Most
It is level-one side slope to be provided with a vertical floral tube 5, and 5 face riding track 2 of vertical floral tube and center ofthe setting, most well
Latter vertical floral tube 5 is arranged on the critical surface that primitively upper thread is delayed by abrupt change.
Preferably, half floral tube 4 of level is laid with after backfill layered rolling；Vertical floral tube 5 uses more piece antirust pipe
Material is threadedly coupled, and is vertically buried in backfill layered rolling.
The boulder bed partial size being laid with around boulder bed that the top of half floral tube 4 of level is laid with, vertical floral tube 5 is not more than
10cm。
Claims (8)
1. the joint that a kind of embankment slope underground water causes landslide prevents and treats system, the embankment side slope is using ratio of slope slope and combines
Anchor pole lattice (1) is protected, and the slope surface classification along embankment side slope is provided with riding track (2), and the bottom of embankment side slope is provided with row
Water french drain (3), it is characterised in that: place Min layers are equipped with half floral tube of level (4) in embankment side slope, and half floral tube of level (4) is adopted
Drainage hole, the closed antirust tubing in lower half are provided with the upper half and is connected in series in conjunction with connecting hose, and half floral tube of level (4) is by rear
It is gradually tilted downward to preceding, and embankment side slope, half floral tube of level (4) outsourcing geotextiles are exposed in the front end of half floral tube of level (4)
And it is anti-blocking in the top of half floral tube of level (4) laying boulder bed；Vertical floral tube is embedded with to time interval in embankment side slope
(5), the vertical floral tube (5) is made of the circumferential antirust tubing for being provided with drainage hole, and the lower end of vertical floral tube (5) is protruded into original
Expose embankment side slope, vertical floral tube (5) outsourcing geotextiles and the week in vertical floral tube (5) in the upper end of ground line, vertical floral tube (5)
It is anti-blocking to enclose laying boulder bed, setting real time water level monitoring alarm instrument and water pump in vertical floral tube (5).
2. the joint that embankment slope underground water described in accordance with the claim 1 causes landslide prevents and treats system, it is characterised in that: described
Half floral tube of level (4) is laid with after backfill layered rolling；The vertical floral tube (5) is connected using more piece antirust tubing screw thread
It connects, and is vertically buried in backfill layered rolling.
3. the joint that embankment slope underground water according to claim 1 or 2 causes landslide prevents and treats system, it is characterised in that:
Level-one side slope is provided with a vertical floral tube (5), and vertical floral tube (5) face riding track (2) and center ofthe setting, most
Latter vertical floral tube (5) is arranged on the critical surface that primitively upper thread is delayed by abrupt change.
4. the joint that embankment slope underground water described in accordance with the claim 3 causes landslide prevents and treats system, it is characterised in that: each
Grade side slope is provided with half floral tube of a row of horizontal (4) by bottom position, and the front end of half floral tube of level (4) is than next stage riding track
(2) high 0.8~1.2m, the spacing of every half floral tube of row of horizontal (4) are 4~6m, half floral tube of level (4) using outer diameter 150~
180mm, 8~12mm of wall thickness stainless-steel seamless pipe be made；The upper half of half floral tube of level (4) is provided with 3~4 column holes,
Every column pitch L is 40~60mm, and the drainage hole in adjacent column is staggered to be arranged in blossom type, half floral tube of upper layer and lower layer level (4)
Drainage hole is staggered to be arranged in blossom type.
5. the joint that embankment slope underground water causes landslide according to claim 4 prevents and treats system, it is characterised in that: described
Vertical floral tube (5) is made of the stainless-steel seamless pipe of 300~350mm of outer diameter, 10~20mm of thickness, is circumferentially provided with 6~10
Column drainage hole, adjacent drainage channel 80~120mm of pitch of holes in each column, the drainage hole of adjacent column is staggered to be arranged in blossom type.
6. the joint that embankment slope underground water described in accordance with the claim 1 causes landslide prevents and treats system, it is characterised in that: described
The boulder bed partial size being laid with around boulder bed that the top of half floral tube of level (4) is laid with, vertical floral tube (5) is no more than 10cm.
7. the joint that embankment slope underground water described in accordance with the claim 1 causes landslide prevents and treats system, it is characterised in that: described
Half floral tube of level (4) gradually has 5% gradient downward from back to front.
8. the joint that embankment slope underground water described in accordance with the claim 1 causes landslide prevents and treats system, it is characterised in that: described
Connecting hose is metal connecting hose, and the antirust tubing is stainless steel tube, and the both ends of metal connecting hose are adopted with corresponding stainless steel tube
It is threadedly coupled, the inner tube of metal connecting hose is with spiral thin-wall stainless steel bellows, and outer layer net cover is using stainless steel
Silk weaves.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810933331.9A CN108951668A (en) | 2018-08-16 | 2018-08-16 | Combined prevention and control system for slope landslide caused by fill slope underground water |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810933331.9A CN108951668A (en) | 2018-08-16 | 2018-08-16 | Combined prevention and control system for slope landslide caused by fill slope underground water |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108951668A true CN108951668A (en) | 2018-12-07 |
Family
ID=64469145
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810933331.9A Pending CN108951668A (en) | 2018-08-16 | 2018-08-16 | Combined prevention and control system for slope landslide caused by fill slope underground water |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108951668A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110904983A (en) * | 2019-12-11 | 2020-03-24 | 冯翠娟 | Highway side slope reinforcing apparatus |
| CN112343065A (en) * | 2020-09-30 | 2021-02-09 | 中冶成都勘察研究总院有限公司 | Maintenance method for red bed mudstone block filler high-fill side slope |
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| CN101914918A (en) * | 2010-07-12 | 2010-12-15 | 无锡市政设计研究院有限公司 | High-steep side slope and intensely weathered bed rock solid waste landfill site seepage prevention structure and treatment method thereof |
| RU2484249C1 (en) * | 2012-01-10 | 2013-06-10 | Михаил Григорьевич Соковых | Method to dehydrate slide bodies by single through filters |
| CN103806452A (en) * | 2012-11-15 | 2014-05-21 | 深圳市工勘岩土工程有限公司 | High side slope support structure attached to underground structure outer wall |
| CN103882880A (en) * | 2014-04-16 | 2014-06-25 | 中冶集团武汉勘察研究院有限公司 | Buried type side slope drainage system and construction method thereof |
| CN104404972A (en) * | 2014-12-03 | 2015-03-11 | 重庆大学 | Anchoring structure for strengthening high and steep bedrock-fill interface and construction method |
| CN204326055U (en) * | 2014-12-22 | 2015-05-13 | 长江水利委员会长江科学院 | Navigation channel bank slope combined type horizontal drain hole |
| CN104674802A (en) * | 2015-01-26 | 2015-06-03 | 重庆大学 | Prestressed gravel anchoring pile and landslide control construction method thereof |
| CN205954608U (en) * | 2016-08-25 | 2017-02-15 | 中国长江三峡集团公司 | Drainage floral tube of embedded hose |
| CN206090588U (en) * | 2016-10-14 | 2017-04-12 | 中冶集团武汉勘察研究院有限公司 | Height is filled side slope and is handled construction structures |
| CN208650070U (en) * | 2018-08-16 | 2019-03-26 | 重庆市地质矿产勘查开发局208水文地质工程地质队（重庆市地质灾害防治工程勘查设计院） | Combined prevention and control system for slope landslide caused by fill side slope underground water |
-
2018
- 2018-08-16 CN CN201810933331.9A patent/CN108951668A/en active Pending
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101914918A (en) * | 2010-07-12 | 2010-12-15 | 无锡市政设计研究院有限公司 | High-steep side slope and intensely weathered bed rock solid waste landfill site seepage prevention structure and treatment method thereof |
| RU2484249C1 (en) * | 2012-01-10 | 2013-06-10 | Михаил Григорьевич Соковых | Method to dehydrate slide bodies by single through filters |
| CN103806452A (en) * | 2012-11-15 | 2014-05-21 | 深圳市工勘岩土工程有限公司 | High side slope support structure attached to underground structure outer wall |
| CN103882880A (en) * | 2014-04-16 | 2014-06-25 | 中冶集团武汉勘察研究院有限公司 | Buried type side slope drainage system and construction method thereof |
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| CN204326055U (en) * | 2014-12-22 | 2015-05-13 | 长江水利委员会长江科学院 | Navigation channel bank slope combined type horizontal drain hole |
| CN104674802A (en) * | 2015-01-26 | 2015-06-03 | 重庆大学 | Prestressed gravel anchoring pile and landslide control construction method thereof |
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| CN208650070U (en) * | 2018-08-16 | 2019-03-26 | 重庆市地质矿产勘查开发局208水文地质工程地质队（重庆市地质灾害防治工程勘查设计院） | Combined prevention and control system for slope landslide caused by fill side slope underground water |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110904983A (en) * | 2019-12-11 | 2020-03-24 | 冯翠娟 | Highway side slope reinforcing apparatus |
| CN112343065A (en) * | 2020-09-30 | 2021-02-09 | 中冶成都勘察研究总院有限公司 | Maintenance method for red bed mudstone block filler high-fill side slope |
| CN112343065B (en) * | 2020-09-30 | 2021-12-28 | 中冶成都勘察研究总院有限公司 | Maintenance method for red bed mudstone block filler high-fill side slope |
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Application publication date: 20181207 |
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| RJ01 | Rejection of invention patent application after publication |