CN106120817A - A kind of domatic building concrete layer landslide-proofing construction technology - Google Patents
A kind of domatic building concrete layer landslide-proofing construction technology Download PDFInfo
- Publication number
- CN106120817A CN106120817A CN201610515989.9A CN201610515989A CN106120817A CN 106120817 A CN106120817 A CN 106120817A CN 201610515989 A CN201610515989 A CN 201610515989A CN 106120817 A CN106120817 A CN 106120817A
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- Prior art keywords
- domatic
- anchor
- concrete layer
- construction technology
- anchor hole
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- 239000004567 concrete Substances 0.000 title claims abstract description 47
- 238000010276 construction Methods 0.000 title claims abstract description 34
- 238000005516 engineering process Methods 0.000 title claims abstract description 26
- 239000011159 matrix material Substances 0.000 claims abstract description 24
- 238000004873 anchoring Methods 0.000 claims abstract description 23
- 238000007569 slipcasting Methods 0.000 claims abstract description 11
- 239000011435 rock Substances 0.000 claims abstract description 10
- 238000000034 method Methods 0.000 claims abstract description 8
- 230000002787 reinforcement Effects 0.000 claims description 8
- 239000002002 slurry Substances 0.000 claims description 8
- RSWGJHLUYNHPMX-ONCXSQPRSA-N abietic acid Chemical compound C([C@@H]12)CC(C(C)C)=CC1=CC[C@@H]1[C@]2(C)CCC[C@@]1(C)C(O)=O RSWGJHLUYNHPMX-ONCXSQPRSA-N 0.000 claims description 6
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 claims description 6
- 239000004744 fabric Substances 0.000 claims description 4
- 238000002347 injection Methods 0.000 claims description 4
- 239000007924 injection Substances 0.000 claims description 4
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 3
- 229920002472 Starch Polymers 0.000 claims description 3
- 235000014121 butter Nutrition 0.000 claims description 3
- 238000004140 cleaning Methods 0.000 claims description 3
- 230000015271 coagulation Effects 0.000 claims description 3
- 238000005345 coagulation Methods 0.000 claims description 3
- 239000011248 coating agent Substances 0.000 claims description 3
- 238000000576 coating method Methods 0.000 claims description 3
- 238000005260 corrosion Methods 0.000 claims description 3
- 230000007797 corrosion Effects 0.000 claims description 3
- 238000005336 cracking Methods 0.000 claims description 3
- 238000005538 encapsulation Methods 0.000 claims description 3
- 238000010422 painting Methods 0.000 claims description 3
- 235000019698 starch Nutrition 0.000 claims description 3
- 239000008107 starch Substances 0.000 claims description 3
- 238000002955 isolation Methods 0.000 claims description 2
- 238000005728 strengthening Methods 0.000 claims description 2
- 238000003466 welding Methods 0.000 claims 1
- 239000010410 layer Substances 0.000 description 18
- 238000009435 building construction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 201000010099 disease Diseases 0.000 description 1
- 208000037265 diseases, disorders, signs and symptoms Diseases 0.000 description 1
- 238000009740 moulding (composite fabrication) Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000009955 starching Methods 0.000 description 1
- 239000002344 surface layer 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
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/74—Means for anchoring structural elements or bulkheads
- E02D5/76—Anchorings for bulkheads or sections thereof in as much as specially adapted therefor
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2600/00—Miscellaneous
- E02D2600/30—Miscellaneous comprising anchoring details
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Piles And Underground Anchors (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The invention discloses a kind of domatic building concrete layer landslide-proofing construction technology, a kind of domatic building concrete layer landslide-proofing construction technology, including following construction procedure: (1), rock stratum perforate；(2), anchoring section is set；(3), anchoring section slip casting；(4), anchoring section slip casting is closely knit；(5), pretension section is set；(6), domatic matrix is poured；(7), pretension anchoring；(8), closure.The present invention carries and is prevented from occurred level slip, stable connection between slope body and rock mass basis, constructs simple and convenient.
Description
Technical field
The present invention relates to technical field of building construction, particularly relate to a kind of domatic building concrete layer landslide-proofing construction work
Skill.
Background technology
In recent years, along with the high speed development of Building Trade in China, building construction process relates to increasing side slope work
Journey, in deep foundation pit slope work progress, usually uses anchor cable to make ground organically combine with domatic.And the most pre-
In stress anchor cable construction, use rig pore-formings to be fixed on by prestress anchorage cable in hole to reach the merit of high slope disease control more
Can, and by Shi Hanzhang, side slope body deep layer deformation and failure can be resisted, be affixed on domatic reinforced concrete frame to side slope
Surface layer ground plays frame hoop effect, limits top layer ground deformation and failure, carries out vegetative protection, can prevent and treat current in framework
Domatic is washed away, the small-sized deforming of the slopes such as domatic ground weathering off, falling rocks can be prevented and treated again, and reach to beautify natural environment
Effect, and in work progress, often run into the problem that between slope body and rock mass basis, occurred level slides, impact connects
Steadiness.
Summary of the invention
For solving the problems referred to above, the present invention provides one to be prevented from occurred level between slope body and rock mass basis and slides,
Stable connection, the most domatic building concrete layer landslide-proofing construction technology of constructing.
The present invention solves the technical scheme of above-mentioned technical problem employing: a kind of domatic building concrete layer landslide-proofing is constructed
Technique, including following construction procedure:
(1), rock stratum perforate: offering anchor hole on ground horizon d, anchor hole is domatic vertical with the follow-up domatic matrix poured
Arrange；
(2), arranging anchoring section: after anchor hole is offered, put into multiple anchor cable being connected to each other in anchor hole, anchor cable stretches out anchoring
Nose end mouth, puts into Grouting Pipe at 50-100mm at the bottom of anchor hole；
(3), anchoring section slip casting: after Grouting Pipe puts into anchor hole, inject concrete in anchor hole by Grouting Pipe and carry out once
Slip casting, until concreting is to anchor hole port position；
(4), anchoring section slip casting is closely knit: after once grouting completes, the empty place producing anchor hole inner concrete carries out secondary injection
Starch closely knit；
(5), pretension section is set: after secondary grouting completes, the anchor cable of prestressing force rope with anchor hole port is fixed, in anchoring
The sleeve pipe allowing the anchor cable stretched out to penetrate is placed in port, hole, and prestressing force rope is through sleeve pipe and extends to outside sleeve pipe, by sleeve pipe
Encapsulation process is carried out with anchor hole port；
(6), pouring domatic matrix: after pretension section is provided with, its vicinity is carried out concreting, concreting is to set
At the pipe mouth of pipe, making and carry angled domatic matrix, the domatic and sleeve pipe of domatic matrix is vertically arranged；
(7), pretension anchoring: after domatic matrix has poured, placing prestressed slab at the sleeve pipe mouth of pipe, prestressing force rope is through pre-
Stress plate, when the coagulation grade of the concrete at domatic matrix is more than 80%, stretch-draw pretightning force rope makes tension force reach 1.1-
1.2N, stretch-draw 2 times, keep 15min every time, be offloaded to lock load, use anchor head will to be in the prestress rope of pretightning force state
Rope is fixed on prestressed slab, after anchor head locking, if being found to have the loss of obvious pretightning force when being in lax, should compensate
Draw, if find pretightning force increment exceed design axle power 10% time, after should loosening again stretch-draw to turn down prestress value；
(8), closure: after pretension has anchored, exposed sleeve pipe, prestressed slab and anchor head outside concrete is carried out concrete
Pour closure, complete construction.
Above-mentioned domatic building concrete layer landslide-proofing construction technology, uses once grouting pipe, once notes during once grouting
The slurry pipe mouth of pipe is in 50-100mm position below slurry all the time, and marginal not slurry limit is moved to anchor hole port until detaching anchoring
Hole, once grouting completes in 1h, and once grouting pressure is 5Mp.
Above-mentioned domatic building concrete layer landslide-proofing construction technology, uses secondary grouting pipe, secondary injection during secondary grouting
Slurry tube wall offers injected hole, and blocks injected hole, and secondary grouting pressure is 0.25Mp.
Above-mentioned domatic building concrete layer landslide-proofing construction technology, is disposed with on anchor cable along anchor cable axis direction
Multiple isolating frames for strengthening anchor cable and anchor hole inner concrete bonding strength.
Above-mentioned domatic building concrete layer landslide-proofing construction technology, described isolating frame includes having the annular in connection chamber even
Fitting, the most multiple reinforcement extended to anchor hole of described circular connector, formed between adjacent two reinforcements and be used for
The isolation area of secondary grouting pipe is set.
Above-mentioned domatic building concrete layer landslide-proofing construction technology, prestressing force rope uses before pouring and eliminates rust,
And at its surface brush Colophonium, finally parcel Colophonium glass-fiber-fabric, the parcel number of plies is no less than two layers, and the sleeve pipe two ends interior butter of socket is filled out
Filling, depth of cracking closure is 100-200m.
Above-mentioned domatic building concrete layer landslide-proofing construction technology, anchor head, before closure, uses rust cleaning, painting corrosion resistant coating to enter
Row is antirust, during closure, increases the bonding strength between domatic matrix reinforcing steel net cover is placed above.
Above-mentioned domatic building concrete layer landslide-proofing construction technology, coaxial identical with anchor hole holding of described anchor cable
Degree.
Above-mentioned domatic building concrete layer landslide-proofing construction technology, welds reinforcement outside set tube wall.
Above-mentioned domatic building concrete layer landslide-proofing construction technology, the concrete closure thickness at anchor head is not less than
100mm。
The beneficial effects of the present invention is: on rock mass, offer anchor hole, put into anchor cable in anchor hole, between anchor cable and anchor cable
Connect isolating frame, it is ensured that hole and the bonding strength of anchor cable, effectively avoid loosening of connection；Use once grouting pipe and secondary
Grouting Pipe is deep at 50-100mm at the bottom of anchor hole, and by once grouting pipe once grouting, secondary grouting pipe secondary pressurized is noted
Starch closely knit, make anchoring section more closely knit, without cavitation；Prestressing force rope blocks with anchor cable junction, it is to avoid concrete
Enter sleeve pipe, cause the prestressing force rope can not be freely movable in sleeve pipe, tensile stress is impacted；Stretch-draw pretightning force rope
Make tension force reach 1.1-1.2N, stretch-draw 2 times, keep 15min every time, increase the bonding strength of rock mass and domatic matrix, it is to avoid produce
Raw sliding loosens.
Accompanying drawing explanation
Fig. 1 is the overall structure schematic diagram of the present invention；
Fig. 2 is the partial structurtes schematic diagram of the present invention；
Fig. 3 is the sectional view of A-A in the present invention；
Fig. 4 is the sectional view of B-B in the present invention；
Fig. 5 is middle sleeve structural representation of the present invention.
Detailed description of the invention
Below in conjunction with specific embodiment, the present invention is described in further details.
As shown in Fig. 1,2,3,4,5, a kind of domatic building concrete layer landslide-proofing construction technology, including following construction step
Rapid:
(1), rock stratum perforate: offering anchor hole 2 on ground horizon d 1, anchor hole 2 is obliquely installed, and its angle is by domatic matrix 10
Domatic 14 determine, domatic 14 vertical with domatic matrix 10, the anchor hole degree of depth is 2-6m；
(2), arranging anchoring section: after anchor hole 2 is offered, put into multiple anchor cable 3 being connected to each other in anchor hole 2, anchor cable 3 stretches out
Anchor hole 2 port, puts into Grouting Pipe at anchor hole 2 end 50-100mm；
(3), anchoring section slip casting: after Grouting Pipe puts into anchor hole 2, inject concrete in anchor hole 2 by Grouting Pipe and carry out one
Secondary slip casting, until concreting is to anchor hole 2 port position, uses once grouting pipe 4, once grouting pipe 4 during once grouting
The mouth of pipe is in 50-100mm position below slurry all the time, and marginal not slurry limit is moved to anchor hole 2 port until detaching anchor hole 2,
Once grouting completes in 1h, and once grouting pressure is 5Mp；
(4), anchoring section slip casting is closely knit: after once grouting completes, the empty place producing anchor hole 2 inner concrete carries out secondary injection
Starching closely knit, use secondary grouting pipe 5 during secondary grouting, secondary grouting pipe 5 tube wall is offered injected hole, and is sealed injected hole
Stifled, secondary grouting pressure is 0.25Mp；
(5), pretension section is set: after secondary grouting completes, the anchor cable 6 of prestressing force rope 7 with anchor hole 2 port is fixed, in advance
Stress rope 7 uses before pouring and eliminates rust, and at its surface brush Colophonium, finally parcel Colophonium glass-fiber-fabric, the parcel number of plies is not
Less than two layers, place the sleeve pipe 8 allowing the anchor cable 6 stretched out to penetrate in anchor hole 2 port, in the socket of sleeve pipe 8 two ends, use butter
Filling, depth of cracking closure is 100-200mm, welds reinforcement 13 outside sleeve pipe 8 tube wall, and prestressing force rope 7 is through sleeve pipe 8 and extends
Outside sleeve pipe 8, sleeve pipe 8 and anchor hole 2 port are carried out encapsulation process, seal and use coarse cloth or sealing rubber ring；
(6), pouring domatic matrix: after pretension section is provided with, to carrying out concreting around sleeve pipe 8, concreting is arrived
At sleeve pipe 8 mouth of pipe, making and carry angled domatic matrix 10, domatic the 14 of domatic matrix 10 are vertically arranged with sleeve pipe 8；
(7), pretension anchoring: after domatic matrix 10 has poured, place prestressed slab 9, prestressing force rope 7 at sleeve pipe 8 mouth of pipe
Through prestressed slab 9, when the coagulation grade of the concrete at domatic matrix 10 is more than 80%, stretch-draw pretightning force rope 7 makes tension force
Reach 1.1-1.2N, stretch-draw 2 times, keep 15min every time, be offloaded to lock load, use anchor head 11 will be in pretightning force state
Prestressing force rope 7 be fixed on prestressed slab 9, anchor head 11 locking after, if be found to have obvious pretightning force loss be in lax
Time, stretch-draw should be compensated, if find pretightning force increment exceed design axle power 10% time, after should loosening again stretch-draw to turn down
Prestress value；
(8), closure: after pretension has anchored, exposed sleeve pipe 8, prestressed slab 9 and anchor head 11 outside concrete is mixed
Solidifying soil pours closure, and anchor head 11, before closure, uses rust cleaning, painting corrosion resistant coating to carry out antirust, during closure, bar-mat reinforcement is being placed above
Cover increases the bonding strength between domatic matrix 10, and reinforcing steel net cover thickness is not less than 50mm, the concrete closure at anchor head 11
Thickness is not less than 100mm, completes construction.
Although the detailed description of the invention of the present invention is described by above-mentioned combination, but not to scope
Limiting, one of ordinary skill in the art should be understood that, on the basis of technical scheme, those skilled in the art need not
Pay various amendments or deformation that creative work can make still within protection scope of the present invention.
Claims (10)
1. a domatic building concrete layer landslide-proofing construction technology, it is characterised in that: include following construction procedure:
(1), rock stratum perforate: offering anchor hole on ground horizon d, anchor hole is domatic vertical with the follow-up domatic matrix poured
Arrange；
(2), arranging anchoring section: after anchor hole is offered, put into multiple anchor cable being connected to each other in anchor hole, anchor cable stretches out anchoring
Nose end mouth, puts into Grouting Pipe at 50-100mm at the bottom of anchor hole；
(3), anchoring section slip casting: after Grouting Pipe puts into anchor hole, inject concrete in anchor hole by Grouting Pipe and carry out once
Slip casting, until concreting is to anchor hole port position；
(4), anchoring section slip casting is closely knit: after once grouting completes, the empty place producing anchor hole inner concrete carries out secondary injection
Starch closely knit；
(5), pretension section is set: after secondary grouting completes, the anchor cable of prestressing force rope with anchor hole port is fixed, in anchoring
The sleeve pipe allowing the anchor cable stretched out to penetrate is placed in port, hole, and prestressing force rope is through sleeve pipe and extends to outside sleeve pipe, by sleeve pipe
Encapsulation process is carried out with anchor hole port；
(6), pouring domatic matrix: after pretension section is provided with, its vicinity is carried out concreting, concreting is to set
At the pipe mouth of pipe, making and carry angled domatic matrix, the domatic and sleeve pipe of domatic matrix is vertically arranged；
(7), pretension anchoring: after domatic matrix has poured, placing prestressed slab at the sleeve pipe mouth of pipe, prestressing force rope is through pre-
Stress plate, when the coagulation grade of the concrete at domatic matrix is more than 80%, stretch-draw pretightning force rope makes tension force reach 1.1-
1.2N, stretch-draw 2 times, keep 15min every time, be offloaded to lock load, use anchor head will to be in the prestress rope of pretightning force state
Rope is fixed on prestressed slab, after anchor head locking, if being found to have the loss of obvious pretightning force when being in lax, should compensate
Draw, if find pretightning force increment exceed design axle power 10% time, after should loosening again stretch-draw to turn down prestress value；
(8), closure: after pretension has anchored, exposed sleeve pipe, prestressed slab and anchor head outside concrete is carried out concrete
Pour closure, complete construction.
Domatic building concrete layer landslide-proofing construction technology the most according to claim 1, it is characterised in that: during once grouting
Using once grouting pipe, the once grouting pipe mouth of pipe is in 50-100mm position below slurry all the time, and marginal not slurry limit is moved to anchoring
Port, hole is until detaching anchor hole, and once grouting completes in 1h, and once grouting pressure is 5Mp.
Domatic building concrete layer landslide-proofing construction technology the most according to claim 1, it is characterised in that: during secondary grouting
Using secondary grouting pipe, secondary grouting tube wall is offered injected hole, and is blocked injected hole, and secondary grouting pressure is
0.25Mp。
Domatic building concrete layer landslide-proofing construction technology the most according to claim 3, it is characterised in that: along anchor cable axis
Direction is disposed with multiple isolating frame for strengthening anchor cable and anchor hole inner concrete bonding strength on anchor cable.
Domatic building concrete layer landslide-proofing construction technology the most according to claim 4, it is characterised in that: described isolating frame
Including having the circular connector connecting chamber, the most multiple reinforcement extended to anchor hole of described circular connector, phase
The isolation area for arranging secondary grouting pipe is formed between adjacent two reinforcements.
Domatic building concrete layer landslide-proofing construction technology the most according to claim 1, it is characterised in that: prestressing force rope
Use before pouring and eliminate rust, and at its surface brush Colophonium, finally parcel Colophonium glass-fiber-fabric, the parcel number of plies is no less than two layers,
Filling with butter in the socket of sleeve pipe two ends, depth of cracking closure is 100-200mm.
Domatic building concrete layer landslide-proofing construction technology the most according to claim 1, it is characterised in that: anchor head is in closure
Before, use rust cleaning, painting corrosion resistant coating to carry out antirust, during closure, increase the company between domatic matrix reinforcing steel net cover is placed above
Connect intensity.
Domatic building concrete layer landslide-proofing construction technology the most according to claim 1, it is characterised in that: described anchor cable with
Anchor hole keeps identical axiality.
Domatic building concrete layer landslide-proofing construction technology the most according to claim 1, it is characterised in that: outside set tube wall
Side welding reinforcement.
Domatic building concrete layer landslide-proofing construction technology the most according to claim 1, it is characterised in that: at anchor head
Concrete closure thickness is not less than 100mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610515989.9A CN106120817B (en) | 2016-07-04 | 2016-07-04 | A kind of slope surface building concrete layer landslide-proofing construction technology |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610515989.9A CN106120817B (en) | 2016-07-04 | 2016-07-04 | A kind of slope surface building concrete layer landslide-proofing construction technology |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106120817A true CN106120817A (en) | 2016-11-16 |
| CN106120817B CN106120817B (en) | 2018-07-03 |
Family
ID=57469256
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610515989.9A Expired - Fee Related CN106120817B (en) | 2016-07-04 | 2016-07-04 | A kind of slope surface building concrete layer landslide-proofing construction technology |
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| Country | Link |
|---|---|
| CN (1) | CN106120817B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108005097A (en) * | 2017-12-15 | 2018-05-08 | 兰州理工大学 | High gradient slope top of the slope construction/build thing anchor raft foundation construction and construction method |
| CN112832262A (en) * | 2021-01-05 | 2021-05-25 | 汕头大学 | Geotechnical engineering slope reinforcement device and method |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103147440A (en) * | 2013-03-14 | 2013-06-12 | 黄河勘测规划设计有限公司 | Construction method of prestressed anchor cable |
| CN104775428A (en) * | 2015-04-23 | 2015-07-15 | 万军利 | Compound-type prestressed anchor cable structure and construction method thereof |
| CN204703159U (en) * | 2015-06-17 | 2015-10-14 | 万军利 | Prefabricated anchor head pressure anchor wire structure |
| CN105569049A (en) * | 2015-12-18 | 2016-05-11 | 深圳市福田建安建设集团有限公司 | Construction method of high-pressure-bearing water-depth foundation pit supporting anchor rod |
-
2016
- 2016-07-04 CN CN201610515989.9A patent/CN106120817B/en not_active Expired - Fee Related
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103147440A (en) * | 2013-03-14 | 2013-06-12 | 黄河勘测规划设计有限公司 | Construction method of prestressed anchor cable |
| CN104775428A (en) * | 2015-04-23 | 2015-07-15 | 万军利 | Compound-type prestressed anchor cable structure and construction method thereof |
| CN204703159U (en) * | 2015-06-17 | 2015-10-14 | 万军利 | Prefabricated anchor head pressure anchor wire structure |
| CN105569049A (en) * | 2015-12-18 | 2016-05-11 | 深圳市福田建安建设集团有限公司 | Construction method of high-pressure-bearing water-depth foundation pit supporting anchor rod |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108005097A (en) * | 2017-12-15 | 2018-05-08 | 兰州理工大学 | High gradient slope top of the slope construction/build thing anchor raft foundation construction and construction method |
| CN108005097B (en) * | 2017-12-15 | 2024-02-23 | 兰州理工大学 | High-steep slope top construction/building anchor raft foundation structure and construction method |
| CN112832262A (en) * | 2021-01-05 | 2021-05-25 | 汕头大学 | Geotechnical engineering slope reinforcement device and method |
| CN112832262B (en) * | 2021-01-05 | 2022-07-05 | 汕头大学 | Geotechnical engineering slope reinforcement device and method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106120817B (en) | 2018-07-03 |
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Granted publication date: 20180703 |