CN110029626A - A kind of bank revetment foundation consolidation process technology in soft formation side slope - Google Patents
A kind of bank revetment foundation consolidation process technology in soft formation side slope Download PDFInfo
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- CN110029626A CN110029626A CN201910213156.0A CN201910213156A CN110029626A CN 110029626 A CN110029626 A CN 110029626A CN 201910213156 A CN201910213156 A CN 201910213156A CN 110029626 A CN110029626 A CN 110029626A
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- side slope
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- soft formation
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- 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
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
- E02B3/128—Coherent linings made on the spot, e.g. cast in situ, extruded on the spot
-
- 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
- E02D3/046—Improving by compacting by tamping or vibrating, e.g. with auxiliary watering of the soil
-
- 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
- E02D3/08—Improving by compacting by inserting stones or lost bodies, e.g. compaction piles
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/30—Flood prevention; Flood or storm water management, e.g. using flood barriers
Abstract
A kind of soft formation side slope bank revetment foundation reinforcing and processing method of the present invention, belong to soft foundation processing technology field, specific steps include: cleaning Soft Soil Layer, silty clay layer is backfilled, deal pile, casting concrete are set, detect settling phase, due to removing soft formation backfill silty clay and rolling, the sedimentation time shortens the present invention, reduces the risk of differential settlement；Since deal pile is reinforced, increase the compacted effect of ground, increases foundation bearing capacity；Slag backfill in the pool increases slope foundation bearing capacity, increases substrate and changes the frictional force for filling out clay layer, prevents Channel slope basis from sliding failure occur, and construction technology is simple, and adaptable to place, construction site occupies small；Without other noises when construction, the events such as do not disturb residents.
Description
Technical field
The invention belongs to soft foundation processing technology field more particularly to a kind of soft formation side slope bank revetment foundation consolidation process sides
Method.
Background technique
Soft formation basis refers to the ground being made of Soft Soil Layer.Weak soil generally refers to that natural moisture content is big, compressibility is high, holds
Carry that power is low and the very low cohesive soil in soft modeling~liquid-plastic state of shearing strength.Often weak soil is subdivided into soft stickiness in engineering,
Muck soil, mud, in peat matter and peat etc..With natural moisture content is high, natural void ratio is big, compressibility is high, shearing resistance is strong
Spend low, the coefficient of consolidation is small, consolidation time is long, high sensitivity, perturbation are big, bad hydraulic permeability, soil layer layered distribution are complicated, each layer it
Between physico-mechanical properties difference it is larger the features such as.Because its engineering characteristic determines that soft formation foundation bearing capacity is low, foundation deformation is big,
Inhomogeneous deformation is also big, and deformation lasts longer, frequently results on soft formation structures and the harm such as sedimentation, inclination occur, seriously may be used
Cause structures collapse or can not normal use the case where.
In recent years, on riverine, along the lake, coastal etc. widely distributed the soft formation basis in China, these areas are general to be again
Developed area, it is urgent to requirement of engineering, especially to develop heavy construction.Soft formation foundation capability is poor, sliding
The problem of destroying often soft formation ground aspect is caused.For the engineering characteristic on soft formation basis, in many years theoretical research
With a variety of soft formation reinforcing and processing methods are formd on the basis of practice, such as change fill out cushion layer technique, precompressed foundation technical, compacting and
Compacting foundation technology, composite foundation technology, grouting reinforcement technique etc., reinforcement mechanism, construction technology, the scope of application and advantage and disadvantage are mutual
There are the similarities and differences, be summarized as follows:
Method 1: chemical consolidation technology.The methods of deep-layer stirring, high-pressure rotary-spray, slip casting are used, pile body is formed.It compares
In soft formation, pile body has the characteristics that high-intensitive, rigidity, and in soft formation form compound foundation shared superstructure lotus
It carries, improves soft formation foundation bearing capacity to reach, reduce deformation quantity.This method is applied widely, consolidation effect is significant.But
It applies man-hour requirement and is equipped with professional construction mechanical equipment, and occupied area is larger；And work progress vibration is larger, is not suitable for from building
Object immediate area is easy to produce disturbance and disturbs residents；Earthwork water-content indicator control is more stringent, easily causes spongy soil, needs specially
Door carries out research use.
Method 2: precompressed foundation technical.Piling prepressing or vacuum preloading are carried out i.e. on ground, or be used in combination preloading and
Vacuum preloading, the ground after forming consolidation.It is primarily referred to as sand drain load precompressed ground, it has, and consolidation rate is fast, constructs
The features such as simple process, effect are good, use scope is wider.It is squeezed into the soft clay containing saturated water or alluvial soil ground
A batch draining sand drain, stake top are laid with sand bedding course, and the first loading precompressed by stages on sand bedding course makes soil layer pore water constantly pass through sand
Well rises, until earth's surface is discharged in sand bedding course, before architecture construction, the most of earlier discharging consolidation of foundation soil reduces building
Settling amount, enhance foundation stability.Precompressed ground is suitable for the saturation cohesive soil such as processing muck soil, mud, rinse fill
Ground, needs to prepare that special construction equipment, construction process requirement are higher, is suitble to the consolidation process of large area smooth location, work
Phase is long, and cost is higher.
Method 3: it changes and fills out cushion layer technique.Excavate a certain range of soft layer or uneven soil layer under the bottom of foundation,
Other performances stabilization, non-corrosive property, the higher material of intensity are backfilled, and tamps the bed course of closely knit formation.To soft soil foundation into
Row changes when filling out cushion layer technique processing, should carry out detailed analysis to geology first, and formulate reasonable construction plan；Secondly, wanting
Select suitable replacing method according to the actual situation or change the earth that bankets, under normal conditions the material of backfill mainly by earth material,
Block stone and pool slag etc.；It is controlled finally, exchanging filling density again, by modes such as artificial or mechanical equipments to replacing method
A degree of roll and tamp, it is ensured that construction quality.Such processing mode is only applicable in shallow poor subsoil layer or uneven
The basement process of soil layer, replacement thickness are 0.5m~3.0m.Construction technology is simple, construction equipment is easy, and material easily obtains.
Method 4: deal pile technology.Hydraulic engineering bank revetment foundation middle-size and small-size for part, frequently with the small deal pile of 4.0m long
Carry out soft formation consolidation process.These middle-size and small-size hydraulic engineering soft formation depth are generally no greater than 3.0m, act on soft formation and answer
Power is not high, and middle-size and small-size hydraulic structure is often in line style, in this case, such as uses large-scale conventional soft formation processing technique,
Then have large scale equipment transition is difficult, construction site condition is poor, construction material transport difficult, basic excess processes, cost height,
The problems such as long in time limit.The many factors such as mixed economy, technology, quality, progress consider, deal pile processing is often carried out in engineering and is applied
Work, progress is fast, expense is few.The key of this technology is that deal pile will even flow plastic state across the poor soft formation of geological conditions
Soil layer reaches harder supporting course, and to play pile foundation effect, otherwise deal pile will be slided with weak soil, and ground is not
Surely, superstructure generates sliding failure, can not normal use.
Above-mentioned several prior arts can play the role of consolidated subsoil, but during channel protection, and soft formation is in old
River location, and be in shore protection side slope when, the reinforcing mode of the prior art can be led to the problem of, and side slope that treated is in superstructure
It can be slided with weak soil under load action, so that ground is unstable, superstructure be caused to be unable to satisfy normal use requirement.
Such as Chinese Patent Application No. are as follows: a kind of high gradient slope of the patent disclosure of CN201710996795.X reinforces greening dress
It sets and reinforces greening method with high gradient slope.The present invention includes reinforcement three-dimensional polypropylene gauze pad, U-shaped nail, anchor pole, vegetation seed, soil
Earth improves fibre blend, anti-erosion fibre blend, fiber filter pipe and chock.Construction technology of the present invention is simple, operation side
Just, after the reinforcement three-dimensional polypropylene gauze pad being fixedly installed on the slope surface of high gradient slope by the anchor pole and the U-shaped nail,
It is being laid with fiber filter pipe, in the mixture and vegetation seed of sequentially sow grass seeds by duster vegetation seed and soil improvement fibre blend and anti-
The mixture of erodable fibers mixture.The invention can effectively improve the Soil Habitat of plant growth, provide growth generation for plant
It thanks to required nutrient, solves existing high gradient slope reinforcement means and be easy to be washed away by heavy rain, cause secondary landslide, collapse and protect
Aqueous difference, while the technological deficiency of secondary pollution can be caused to environment.But the invention is not directly applicable channel protection mistake
Journey.
Summary of the invention
In view of the deficiencies of the prior art, it is an object of the present invention to provide a kind of soft formation side slope bank revetment foundation consolidation process sides
Method includes the following steps:
Step 1, soft soil layer is cleared up:
Step 1.1, cone probe is at the uniform velocity pressed by constant rate of speed by soil using static pressure, the sensing in cone probe
Device is input to recorder as electronic signals and records, and then obtains and becomes with depth at pressure by calibration coefficient conversion
The pressure curve of change, and then the soil layer in construction area is divided according to curve, determine soft soil layer depth and range；
Step 1.2, gutter and sump are excavated along soft soil layer volume edges, drains furrow width 50cm, depth 80cm；Collection
Well 2m × 3m, depth 2m；
Step 1.3, it is laid with steel plate in crawler of excavator travelling route, it is soft to excavate cleaning using excavator cooperation dumper
Soil；
Step 2, silty clay layer is backfilled:
Step 2.1, it by silty clay back-filling in layers to bank protection structure bottom designed elevation line, is measured and is filled using level
Place ground elevation；
Step 2.2, it after the completion of silty clay layer is laid with, first carries out a quiet stone roller and flattens, then carry out vibroroller cmpacting, advance
Speed is 1.5~2.0km/h, and forward-reverse method rolls, and soft soil layer range repeats pressure 2 times, and overlapping 1/2 wheel is wide when advance, then
Original position is retracted, and back and forth to full section, as 2 times, recycling 1 time is 4 times；After vibroroller cmpacting 6 times, then carry out primary quiet stone roller；
Step 3, deal pile is set:
Step 3.1, deal pile is constructed into soft soil layer using excavator static pressure mode, form compound foundation, deal pile
Construction is arranged according to blossom type；
Step 3.2, in the branching standing template at the 50cm of deal pile two sides, casting concrete, concrete thickness be 10cm~
20cm；It is vibrated using vibration board along river direction, vibration board comes into full contact with concrete, and every place vibrates at least
1min vibrates to surface pulp, after stopping sedimentation, slowly moves forward to the edge that vibration board covers jolt ramming part,
Repeat step of vibrating；
Step 4, settling phase is detected:
Step 4.1, it is hammered into soil using timber and drill rod, and detects settling amount with the method that level is observed；Such as
Settling amount meets related specification requirement, then carries out top bank protection structure construction；It is such as unsatisfactory for, then carries out jackstone processing, slope foot is anti-
After shield, then carry out carrying out profile modifications according to design section line, and carry out settlement observation；
Further, in step 2, when Soft Soil Layer range is greater than bed level of the river or less 2m, by river center to river bed slope foot
The earthwork in range as substrate and is compacted from the pool slag blanket that the downward replacement thickness of bed level of the river is 80cm~100cm；
Further, in step 2.1, every layer of silty clay is arranged with a thickness of 25cm.
Further, in step 3.1, deal pile end is whittled into cone cell, in piling can smooth injection ground, reduce
Resistance.
Further, in step 3.1, the long 4.0m~6.0m of deal pile stake, slightly diameter are greater than 12cm, spacing 1m, array pitch 0.5m,
Height of pile top is higher than bank protection structure bottom designed elevation line 5cm；
The beneficial effects of the present invention are:
1. soft formation side slope bank revetment foundation reinforcing and processing method of the present invention backfills silty clay due to removing soft formation
And roll, the sedimentation time shortens, and reduces the risk of differential settlement；Since deal pile is reinforced, increase the compacted effect of ground, increases
Foundation bearing capacity；Slag backfill in the pool increases slope foundation bearing capacity, increases substrate and changes the frictional force for filling out clay layer, prevents river
There is sliding failure in side slope basis.
2. soft formation side slope bank revetment foundation reinforcing and processing method of the present invention, construction technology is simple, to place adaptability
By force, construction site occupies small；Without other noises when construction, the events such as do not disturb residents.
Detailed description of the invention
Fig. 1 is the ruggedized construction schematic diagram of soft formation side slope bank revetment foundation reinforcing and processing method of the present invention；
Fig. 2 is the deal pile arragement construction schematic diagram of soft formation side slope bank revetment foundation reinforcing and processing method of the present invention；
Fig. 3 is the soft formation side slope bank revetment foundation reinforcing and processing method of the present invention side slope strengthening of foundation thicker to mud
Structural schematic diagram when processing；
In figure: 1- silty clay layer, 2- mud, 3- deal pile, 4- bank protection structure bottom designed elevation line, the pool 5- slag
Layer, the river bed 6-.
Specific embodiment
The present invention will be further described with reference to the accompanying drawings of the specification.
Embodiment 1
As shown in Figure 1, the soft formation side slope bank revetment foundation reinforcing and processing method, includes the following steps:
Step 1, soft soil layer is cleared up:
Step 1.1, cone probe is at the uniform velocity pressed by constant rate of speed by soil using static pressure, the sensing in cone probe
Device is input to recorder as electronic signals and records, and then obtains and becomes with depth at pressure by calibration coefficient conversion
The pressure curve of change, and then the soil layer in construction area is divided according to curve, determine the depth and range of soft soil layer；
Step 1.2, gutter and sump are excavated along soft soil layer range sideline；Drain furrow width 50cm, depth 60cm；Collection
A height of 2m × the 2m of well length and width × 1.5m；
Step 1.3, it is laid with steel plate in crawler of excavator travelling route, it is soft to excavate cleaning using excavator cooperation dumper
Soil；
Step 2, silty clay layer 1 is backfilled:
Step 2.1, by silty clay back-filling in layers to bank protection structure bottom designed elevation line 4, every layer of silty clay setting
With a thickness of 25cm, landfill place ground elevation is measured using level；
Step 2.2, it after the completion of silty clay layer 1 is laid with, first carries out a quiet stone roller and flattens, then carry out vibroroller cmpacting, row
It is 1.5~2.0km/h into speed, forward-reverse method rolls, and soft soil layer range repeats pressure 2 times, and overlapping 1/2 wheel is wide when advance,
In situ again to retract, back and forth to full section, as 2 times, recycling 1 time is 4 times；After vibroroller cmpacting 6 times, then carry out primary quiet stone roller；
Step 3, deal pile 3 is set:
Step 3.1, deal pile 3 is constructed into soft soil layer using excavator static pressure mode, form compound foundation, deal pile
3 constructions arrange that 3 long 6.0m of deal pile, slightly diameter are not less than 12cm, spacing 1m, array pitch 0.5m, deal pile 3 according to blossom type
Height of pile top is higher than bank protection structure bottom designed elevation line 5cm；
Step 3.2, in the branching standing template at 3 two sides 50cm of deal pile, casting concrete, concrete thickness 10cm,
It is vibrated using vibration board along river direction, vibration board comes into full contact with concrete, and every place vibrates
At least 1min vibrates to surface pulp, after stopping sedimentation, slowly moves forward to the side that vibration board covers jolt ramming part
Edge repeats step of vibrating；Ensure concrete pouring quality, guarantees deal pile 3, changes and fill out clay layer overall stability；
Step 4, settling phase is detected:
Step 4.1, it is hammered into soil using timber and drill rod, and detects settling amount with the method that level is observed, sunk
Drop amount meets related specification requirement, carries out the construction of top bank protection structure；
Further, in step 3.1,3 end of deal pile is whittled into cone cell, in piling can smooth injection ground, subtract
Few resistance.
Embodiment 2
On the basis of embodiment 1, when being handled for the thicker side slope strengthening of foundation of mud, on the basis of embodiment 1,
As shown in figure 3, the soft formation side slope bank revetment foundation reinforcing and processing method, includes the following steps:
Step 1, soft soil layer is cleared up:
Step 1.1, cone probe is at the uniform velocity pressed by constant rate of speed by soil using static pressure, the sensing in cone probe
Device is input to recorder as electronic signals and records, and then obtains and becomes with depth at pressure by calibration coefficient conversion
The pressure curve of change, and then the soil layer in construction area is divided according to curve, determine soft soil layer depth and range；
Step 1.2, gutter and sump are excavated along soft soil layer range sideline；Drain furrow width 50cm, depth 80cm；Collection
A height of 2m × the 3m of well length and width × 2m.
Step 1.3, it is laid with steel plate in crawler of excavator travelling route, it is soft to excavate cleaning using excavator cooperation dumper
Soil；
Step 2, it changes and fills out river bed:
Soft Soil Layer range is greater than bed level of the river or less 2m, and within the scope of river center line to slope foot, the elevation by river bed 6 is downward
The pool slag blanket 5 that replacement thickness is 80cm is as substrate and being compacted, to enhance river bed integral rigidity and stability, and with deal pile 3
It is mutually compacted, make to generate biggish frictional force between deal pile 3 and pool slag substrate, to improve foundation capability；
Step 3, silty clay layer 1 is backfilled:
Step 3.1, it by silty clay back-filling in layers to bank protection structure bottom designed elevation line, is measured and is filled using level
Place ground elevation, every layer of silty clay is arranged with a thickness of 25cm；
Step 3.2, it after the completion of silty clay layer 1 is laid with, first carries out a quiet stone roller and flattens, then carry out vibroroller cmpacting, row
It is 1.5~2.0km/h into speed, forward-reverse method rolls, and soft soil layer range repeats pressure 2 times, and overlapping 1/2 wheel is wide when advance,
In situ again to retract, back and forth to full section, as 2 times, recycling 1 time is 4 times；After vibroroller cmpacting 6 times, then carry out primary quiet stone roller；
Step 4, deal pile 3 is set:
Step 4.1, deal pile 3 is constructed into soft soil layer using excavator static pressure mode, form compound foundation, deal pile
3 constructions arrange that 3 long 6.0m of deal pile, slightly diameter are not less than 12cm, spacing 1m, array pitch 0.5m, deal pile 3 according to blossom type
Height of pile top is higher than bank protection structure bottom designed elevation line 5cm；
Step 4.2, in branching standing template, casting concrete, concrete thickness 10cm at 3 two sides 50cm of deal pile；
It being vibrated using vibration board along river direction, vibration board comes into full contact with concrete, and vibrate at least 1min at every place,
It vibrates to surface pulp, after stopping sedimentation, slowly moves forward to the edge that vibration board covers jolt ramming part, repeat to shake
Smash step；Ensure concrete pouring quality, guarantees deal pile 3, changes and fill out clay layer overall stability；
Step 5, settling phase is detected:
Step 5.1, it is hammered into soil using timber and drill rod, and detects settling amount with the method that level is observed, sunk
Drop amount meets related specification requirement, carries out the construction of top bank protection structure.
Further, in step 4.1,3 end of deal pile is whittled into cone cell, in piling can smooth injection ground, subtract
Few resistance.
Present invention is not limited to the embodiments described above, without departing substantially from substantive content of the present invention, it is contemplated that
Any deformation, improvement, replacement each fall within protection scope of the present invention.
Claims (5)
1. a kind of soft formation side slope bank revetment foundation reinforcing and processing method, which comprises the steps of:
Step 1, soft soil layer is cleared up:
Step 1.1, cone probe is at the uniform velocity pressed by constant rate of speed by soil using static pressure, the sensor in cone probe with
The form of electric signal is input to recorder and records, and is then obtained at pressure with change in depth by calibration coefficient conversion
Pressure curve, and then the soil layer in construction area is divided according to curve, determine soft soil layer depth and range；
Step 1.2, gutter and sump are excavated along soft soil layer volume edges, drains furrow width 50cm, depth 80cm；Sump
2m × 3m, depth 2m；
Step 1.3, it is laid with steel plate in crawler of excavator travelling route, cleaning weak soil is excavated using excavator cooperation dumper；
Step 2, silty clay layer is backfilled:
Step 2.1, by silty clay back-filling in layers to bank protection structure bottom designed elevation line, landfill place is measured using level
Ground elevation；
Step 2.2, it after the completion of silty clay layer is laid with, first carries out a quiet stone roller and flattens, then carry out vibroroller cmpacting, travel speed
For 1.5~2.0km/h, forward-reverse method is rolled, and soft soil layer range repeats pressure 2 times, and overlapping 1/2 wheel is wide then in situ when advance
It retracts, back and forth to full section, as 2 times, recycling 1 time is 4 times；After vibroroller cmpacting 6 times, then carry out primary quiet stone roller；
Step 3, deal pile is set:
Step 3.1, deal pile is constructed into soft soil layer using excavator static pressure mode, form compound foundation, pine pile driving construction
It is arranged according to blossom type；
Step 3.2, in the branching standing template at the 50cm of deal pile two sides, casting concrete, concrete thickness is 10cm~20cm；
It being vibrated using vibration board along river direction, vibration board comes into full contact with concrete, and vibrate at least 1min at every place,
It vibrates to surface pulp, after stopping sedimentation, slowly moves forward to the edge that vibration board covers jolt ramming part, repeat to shake
Smash step；
Step 4, settling phase is detected:
Step 4.1, it is hammered into soil using timber and drill rod, and detects settling amount with the method that level is observed；Such as sedimentation
Amount meets related specification requirement, then carries out top bank protection structure construction；It is such as unsatisfactory for, then carries out jackstone processing, after basal slope protection,
It carries out carrying out profile modifications according to design section line again, and carries out settlement observation.
2. a kind of soft formation side slope bank revetment foundation reinforcing and processing method according to claim 1, which is characterized in that the step
In rapid 2, when Soft Soil Layer range is greater than bed level of the river or less 2m, by the earthwork within the scope of the slope foot of river center to river bed, from river bed
The downward replacement thickness of elevation is that the pool slag blanket of 80cm~100cm as substrate and is compacted.
3. a kind of soft formation side slope bank revetment foundation reinforcing and processing method according to claim 1, which is characterized in that the step
In rapid 2.1, every layer of silty clay is arranged with a thickness of 25cm.
4. a kind of soft formation side slope bank revetment foundation reinforcing and processing method according to claim 1, which is characterized in that the step
In rapid 3.1, deal pile end is whittled into cone cell, in piling can smooth injection ground, reduce resistance.
5. a kind of soft formation side slope bank revetment foundation reinforcing and processing method according to claim 1, which is characterized in that the step
In rapid 3.1, the long 4.0m~6.0m of deal pile stake, slightly diameter are greater than 12cm, spacing 1m, array pitch 0.5m, and height of pile top is higher than shore protection knot
Structure bottom designed elevation line 5cm.
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112176804A (en) * | 2020-10-12 | 2021-01-05 | 东南大学 | Anti-settlement water retention roadbed structure in water-rich soft soil area and design method |
| CN112252376A (en) * | 2020-10-14 | 2021-01-22 | 中积兴业建设集团有限公司 | Self-locking anti-floating anchor rod construction method in complex geological environment |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101387107A (en) * | 2007-05-16 | 2009-03-18 | 马兴华 | Ecological riverbank with pile type wave-protection structure |
| CN102383413A (en) * | 2011-08-31 | 2012-03-21 | 东北大学 | Method for constructing strengthened saturated-flow plastic silt soft soil foundation |
| CN102839633A (en) * | 2012-09-24 | 2012-12-26 | 金丹越 | Slope-type ecological embankment |
| CN103276696A (en) * | 2012-10-31 | 2013-09-04 | 重庆丹海实业有限公司 | Underwater revetment based on ecological bags and water body ecological management method |
| CN105178245A (en) * | 2015-08-18 | 2015-12-23 | 水利部交通运输部国家能源局南京水利科学研究院 | Large filling bag ecological embankment and revetment building method for river lake channel |
| CN108130888A (en) * | 2017-12-22 | 2018-06-08 | 北京林业大学 | A kind of soft ecological revetment structure and its construction method |
-
2019
- 2019-03-20 CN CN201910213156.0A patent/CN110029626B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101387107A (en) * | 2007-05-16 | 2009-03-18 | 马兴华 | Ecological riverbank with pile type wave-protection structure |
| CN102383413A (en) * | 2011-08-31 | 2012-03-21 | 东北大学 | Method for constructing strengthened saturated-flow plastic silt soft soil foundation |
| CN102839633A (en) * | 2012-09-24 | 2012-12-26 | 金丹越 | Slope-type ecological embankment |
| CN103276696A (en) * | 2012-10-31 | 2013-09-04 | 重庆丹海实业有限公司 | Underwater revetment based on ecological bags and water body ecological management method |
| CN105178245A (en) * | 2015-08-18 | 2015-12-23 | 水利部交通运输部国家能源局南京水利科学研究院 | Large filling bag ecological embankment and revetment building method for river lake channel |
| CN108130888A (en) * | 2017-12-22 | 2018-06-08 | 北京林业大学 | A kind of soft ecological revetment structure and its construction method |
Non-Patent Citations (1)
| Title |
|---|
| 毕冠兰等: "护岸加固工程施工技术", 《技术与市场》 * |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112176804A (en) * | 2020-10-12 | 2021-01-05 | 东南大学 | Anti-settlement water retention roadbed structure in water-rich soft soil area and design method |
| CN112176804B (en) * | 2020-10-12 | 2022-03-01 | 东南大学 | Anti-settlement water retention roadbed structure in water-rich soft soil area and design method |
| CN112252376A (en) * | 2020-10-14 | 2021-01-22 | 中积兴业建设集团有限公司 | Self-locking anti-floating anchor rod construction method in complex geological environment |
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| CN110029626B (en) | 2020-12-01 |
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