EP2417303A1 - Verfahren und vorrichtung zum erstellen eines unterwasserfundaments eines bauwerks - Google Patents
Verfahren und vorrichtung zum erstellen eines unterwasserfundaments eines bauwerksInfo
- Publication number
- EP2417303A1 EP2417303A1 EP10713137A EP10713137A EP2417303A1 EP 2417303 A1 EP2417303 A1 EP 2417303A1 EP 10713137 A EP10713137 A EP 10713137A EP 10713137 A EP10713137 A EP 10713137A EP 2417303 A1 EP2417303 A1 EP 2417303A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- pile
- module
- pivoting
- abteufvorrichtung
- pivot
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
- E02D7/20—Placing by pressure or pulling power
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D13/00—Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
- E02D13/04—Guide devices; Guide frames
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/52—Submerged foundations, i.e. submerged in open water
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
- E02D7/02—Placing by driving
- E02D7/06—Power-driven drivers
- E02D7/14—Components for drivers inasmuch as not specially for a specific driver construction
- E02D7/16—Scaffolds or supports for drivers
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
- E02D7/26—Placing by using several means simultaneously
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
- E02D7/28—Placing of hollow pipes or mould pipes by means arranged inside the piles or pipes
Definitions
- the invention relates to a method and a device for creating an underwater foundation of a building and a pivoting device as part of the device.
- a base element is provided as a module carrier at the construction site and provided a stake, which forms the foundation to be created or is part of the foundation, where the pile is designed as a hollow body.
- so-called jackup rigs are provided at monopiles at the construction site, the working plane of which is provided with a slewing mechanism.
- the pole In this swinging the pole is clamped, deflected from the horizontal to the vertical and lowered by opening the clamps on the seabed.
- the pile is then driven into the ground by means of pile driving.
- a disadvantage of this foundation process is the dependence on the local geology. If the soil is provided with components which prove to be non-rammable, for example by solid rock or by the presence of Loam layers in which the friction increases too much or the presence of boulders or the like, so this method can not be used.
- a further disadvantage of this method, especially in ecologically sensitive areas, is that high noise emissions emanate from this method.
- the invention is therefore based on the object to provide a method and an apparatus with which can be built in geologically difficult conditions foundations of single piles. These should simultaneously be usable in ecologically sensitive areas.
- the object of the invention is achieved in that the pile is clamped in a swivel module, that the pile is erected by pivoting the swivel module until the desired propulsion direction is achieved in the ground with respect to the horizontal, that the pile to the bottom is lowered to the ground and until reaching a limit value of the feed force is moved into the reason that a Abteufvorplatz is installed in the pile and lowered on the ground that the rock is released below the pile and the pile is lowered until a final depth reached is.
- the base element is a jack-up, a pontoon and / or a ship. This makes it possible, depending on the body of water, to provide a suitable basis for carrying out the method.
- Another teaching of the invention provides that the swivel module is locked after reaching the desired inclination. As a result, a higher accuracy is achieved.
- the pile is designed as a cylinder or cuboid. These shapes are advantageous in terms of the foundation of the foundation and the introduction of the ground into the ground. Furthermore, it is provided that the pile has an inner diameter from 4 m and larger, with diameters of 11 m or more can be built.
- a further teaching of the invention provides that the feed force is generated via at least one feed element arranged on the swivel module, preferably a hydraulic cylinder.
- the necessary feed force can be provided directly on the pile in conjunction with the swivel module and an additional feed device, such as the piling device, can be omitted.
- a further teaching of the invention provides that at least one winch for raising and lowering the Abteufvoriques is provided so that a direct driving of the winch with respect to the position within the pile is possible.
- the winch is provided directly above the pile, particularly preferably on a platform at the upper end of the pile, so that no additional installations on the base support are necessary.
- Another teaching of the invention provides that the interior of the pile is filled with water to prevent breakage of the bottom, and that the water level in the pile has the height of the water level of the water body or higher than this. As a result of this measure, it is possible, in particular in the case of variable soils, to prevent the sole from sinking or breaking in below the pile and thus impairing the progress of the excavation.
- Another teaching of the invention provides that a resulting overcut is filled after drilling. As a result, an optimal anchorage (if the overcut after lowering the pile on the outside of the pile continues to exist) reached
- a further teaching of the invention provides that the Abteufen with the Abteufvorraum is carried out fully automatically or unmanned.
- this vertical shaft drilling machines offer, preferably in the partial or
- the solution of the invention provides that this is provided with a base element as Modultrager, wherein the base element a pivot module is arranged, with which the pole can be pivoted, wherein the swivel module is a feed module for lowering the pile is provided and a Furthermore, a Abteufmodul which is disposed within the pile and at least one lifting module for lowering / raising the Abteufmoduls provided in the pile by such a device can be easily carried out an adaptation to given geologies and the environmental impact of the Reduce noise emission and the like
- the pile is designed as a cylinder or cuboid and that the inner diameter of the pile has 4 m or more, with a diameter of 11
- a feed element is arranged on the swivel module, which is preferably a hydraulic cylinder, which makes it possible to discharge the pile in the swivel module in a controlled manner and to print it in the ground, provided that this is produced Feed force does not exceed certain parameters
- the resulting loose rock inside the pile is discharged by means of excavators and winders.
- the Abteufvoriques is preferably provided on a platform, particularly preferably directly in the upper end of the pile, at least one winch.
- the Abteufvortechnische is a part-cut or full-cut device, which is particularly preferably designed as a shaft boring machine. This is preferably fully automatic or unmanned designed during the Abteufvorgangs. Depending on the geology, the tools for loosening the rock are adjusted using chisels or paring knives.
- a further teaching of the invention provides that the Abteufvoroplasty has at least one locking against the inner wall of the pile, and that the Abteufvoroplasty can move relative to the locking with the Abteuftechnikmaschine and / or overall to the sole. As a result, the set-up of the Abteufvortechnik be reduced during the Abteufvorgangs.
- a pivoting device for pivoting a pile in the creation of an underwater foundation, with a support element which is arranged on a base element of the erection device, with a pivot body which is connected via a pivot bearing and at least one feed element to the support element is, wherein on the pivot body, a guide element for the pile and a retaining ring are provided with at least one retaining ring arranged on the holding element for locking the pile, and with a second retaining ring, at least with a holding element for locking the pile is provided with the pivoting device via at least one feed element is movably connected with respect to it.
- the pivoting device which is provided with a feed element, and by the holding elements on two different sections of the pivoting device, it becomes possible to control the lowering of the pile with respect to the pivoting device and at the same time, depending on the existing geology, an advance of the pile into the ground to cause wherein noise emissions by ramming and the like omitted.
- An advantage of the swivel device is when the feed elements are hydraulic cylinders.
- the bracing of the retaining rings can also be provided by hydraulic cylinders, whereby an adaptation to different diameters can be achieved.
- the base element is preferably a jack-up platform, a pontoon and / or a ship.
- the holding elements which are preferably provided within the retaining rings, are preferably hydraulically driven.
- first and second retaining ring are arranged directly above each other parallel to each other and are directly connected to each other via the feed element is further advantageous that at the upper end of the pivoting device, a Fuhrungsring is provided, and / or that Fuhrungs- and retaining rings have the same cross sections as the pole have.
- the pivoting device is used in the inventive method and in the inventive device.
- FIG. 3 shows a three-dimensional partially sectioned side view of a device according to the invention in the implementation of the method according to the invention
- Fig. 1 shows an apparatus according to the invention.
- a swivel module 13 On a working platform 11, which is connected via support posts 12 to the seabed 8, a swivel module 13 is arranged.
- the swivel module 13 consists of a carrier element 14 which has a pivot bearing 52.
- the support member 14 is connected to a pivot member 15.
- the support member 14 is connected to the pivot member 15 via a pivot cylinder 16, which allows pivoting of the pivot member 15 with a arranged in the pivot module 13 post 6 from the horizontal to the vertical.
- the orientation of the pile 6 is vertical. An incidence of the pile 6 relative to the horizontal is also possible. If the desired installation angle with respect to the horizontal is reached, the pivoting element 15 is fixed to the carrier element 14 via a lock 22.
- a guide ring 17 is arranged at the upper end. Through the guide ring 17 through the pile 6 is inserted into the pivot module 13. Furthermore, a first retaining ring 18 is provided on the pivoting element 15, which is also connected via a diagonal traverse 21 with the pivoting element 15 for stabilization purposes. In the retaining ring 18 holding elements (not shown) are arranged, which allow a fixation of the pile 6 relative to the retaining ring 18. Below the first retaining ring 18, a second retaining ring 19 is provided, which is connected via thrust cylinder 23 with the first retaining ring 18.
- holding elements 20 are provided, which are hydraulically driven and produce hydraulic connection with a holding connection with the pile 6
- the holding elements are locked in the first retaining ring 18 and the holding elements 20 dissolved in the second retaining ring 19 and the thrust cylinder 23 retracted again, whereby the second retaining ring 19 is moved back to the first retaining ring 18.
- the resulting thrust is monitored, so that the pile 6 is not excessively inserted into the bottom 9 to avoid damage to the pile. It is possible, at the same time the pile 6 via the pivot module 13 through the Lowering thrust cylinder 23, while arranged in a pile 6 Abteufvorides 24 the bottom 9 of a sole 43, which is below the pile 6, drilled.
- the retaining rings 18, 19 have locking cylinders 47 (see FIG. 3), via which a certain diameter adaptation with respect to the pile 6 and, alternatively, also a certain pressing of the retaining ring onto the pile 6 as an alternative retaining element becomes possible.
- Fig. 2 shows a Abteufvortechnisch invention 24.
- the Abteufvorraum 24 is over winds 25, which are located on platforms 26 which are arranged at the upper end of the pile 6, movably connected to the other device.
- the winches 25 have a winch hook 39, which engages in corresponding winch stops 38 at the top of the Abteufvortechnisch 24.
- the sinking device 24 has at its upper end a power connection 40, via which a supply line 41 is connected to the sinking device 24.
- the supply line 41 is connected to a supply winch 42.
- the energy supply of the sinking device 24 is provided via the supply line. Furthermore, a discharge of the dissolved rock is also possible via this line.
- the Abteufvorraum 24 has a Abteufwork 27 and a locking unit 34, which are each arranged on a base body.
- the Abteufech 27 has a telescopic arm 28, at the end of which is a roller 29 with the removal tools 30 disposed thereon.
- the removal tools 30 may be chisels or paring knives, with this arrangement of the respective tools 30 being selected as a function of the types of rock to be loosened.
- the telescopic arm 28 has a telescopic cylinder 33, through which the roller 29 can be moved in the telescopic direction 51. Furthermore, the dismantling unit 27 on a slewing 31.
- the removal device 24 has a locking unit 34, which in the present case consists of four arms 35 at the respective end of which a wall connection 36 with holding elements 37 is provided.
- the holding elements engage in the inner wall of the pile 6.
- An intermediate holding element 37 and wall connection 36 is a lowering of the Dredging device 24 in the lowering 49 possible, whereby the roller 29 can also be moved against the rock
- the interior of the pile 6 is filled with water.
- the full height corresponds either to the water level 7 or the water level in the pile 44
- Any overcut 45 that may arise when cutting free the sole area to lower the pile 6 must be completed after completion of the lowering of the Stake 6 are recalculated to its final depth unless the upcoming rock closes the overcut 45 automatically
- the energy supply units 46 and accommodations for the crews etc, Hilfsantnebe, main drives are also provided a possible treatment of a drilling mud to be used, for example due to breakage risk
- a jack-up platform with a working platform 11 and retractable support stub 12 is fitted with a pivoting device 13 and the corresponding supply units 46. Furthermore, a pile 6 in the horizontal is already arranged in the pivoting device 13. Further, a sinking device 24, in which it is a vertical shaft drilling machine, and the associated winches and drive units arranged on the jack If further transport capacity in terms of other piles 6 be necessary, they can be brought over a bear or the like mounted on site lifting island After raising and anchoring the Lifting the pile 6 is inserted into the pivot module 13 and connected to this then the pivot module 13 with the pile 6 about the pivot point 52nd erected by the pivot cylinder 16 in the vertical position, the lock 22 mounted, the post 6 with the push cylinder 23 and the holding elements 20 in the first retaining ring 18 and second retaining ring 19 lowered to the seabed 8 and positioned at the direction of the pile 8.
- the winches 25 are mounted on the platforms 26 at the upper end of the pile 6, and the lowering device 24 in the form of a vertical well drilling machine is connected to the winches 25 via the winch hooks 39. Furthermore, the supply line 41 is connected to the sinking device 24 via the energy connection 40.
- Ansch manend the vertical shaft boring machine is lowered to the bottom 43 and the rock 9 in the sole region 43 is solved by the rotation of the roller 29 with the chisels 30. The dissolved rock is carried away from the drilling area and also stored after separation or landfilled.
- the roller 29 By pivoting the roller 29 in the direction of rotation 48, telescopic direction 51 and pivoting 50, the degradation of the rock takes place 9.
- the Abteufvorettigenetti 24 is lowered in the lowering 49.
- the sinking device 24 is locked via the wall connection 36 and the holding element 37 is retracted again into the wall connection 36, so that the lowering can start again from the beginning.
- the Abteufvoriques 24 and the winches 25 are removed.
- the overcut 45 is pressed and, if necessary, the interior of the pile 6 is filled with the dissolved rock or other materials such as concrete.
- the pivot module 13 is released from the pile 6 and again led back to the horizontal. Subsequently, the preparatory measures for the construction of the structure can be made on the foundation thus created.
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
- Earth Drilling (AREA)
- Foundations (AREA)
Abstract
Description
Claims
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DK11008987.7T DK2423390T3 (en) | 2009-06-02 | 2010-04-07 | Turning module for use in producing an underwater foundation for a building |
EP11008987.7A EP2423390B1 (de) | 2009-06-02 | 2010-04-07 | Schwenkmodul zum Einsatz beim Erstellen eines Unterwasserfundaments eines Bauwerks |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE200910023466 DE102009023466B4 (de) | 2009-06-02 | 2009-06-02 | Verfahren und Vorrichtung zum Erstellen eines Unterwasserfundaments eines Bauwerks |
PCT/EP2010/002181 WO2010139380A1 (de) | 2009-06-02 | 2010-04-07 | Verfahren und vorrichtung zum erstellen eines unterwasserfundaments eines bauwerks |
Related Child Applications (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP11008987.7A Division EP2423390B1 (de) | 2009-06-02 | 2010-04-07 | Schwenkmodul zum Einsatz beim Erstellen eines Unterwasserfundaments eines Bauwerks |
EP11008987.7 Division-Into | 2011-11-11 |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2417303A1 true EP2417303A1 (de) | 2012-02-15 |
EP2417303B1 EP2417303B1 (de) | 2012-11-14 |
Family
ID=42289416
Family Applications (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP11008987.7A Not-in-force EP2423390B1 (de) | 2009-06-02 | 2010-04-07 | Schwenkmodul zum Einsatz beim Erstellen eines Unterwasserfundaments eines Bauwerks |
EP10713137A Not-in-force EP2417303B1 (de) | 2009-06-02 | 2010-04-07 | Verfahren und vorrichtung zum erstellen eines unterwasserfundaments eines bauwerks |
Family Applications Before (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP11008987.7A Not-in-force EP2423390B1 (de) | 2009-06-02 | 2010-04-07 | Schwenkmodul zum Einsatz beim Erstellen eines Unterwasserfundaments eines Bauwerks |
Country Status (8)
Country | Link |
---|---|
US (1) | US9222233B2 (de) |
EP (2) | EP2423390B1 (de) |
CN (1) | CN102803616B (de) |
DE (1) | DE102009023466B4 (de) |
DK (2) | DK2423390T3 (de) |
ES (2) | ES2399603T3 (de) |
PT (1) | PT2417303E (de) |
WO (1) | WO2010139380A1 (de) |
Cited By (1)
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PL2500473T3 (pl) * | 2011-03-16 | 2014-03-31 | Hochtief Solutions Ag | Sposób wytwarzania fundamentu instalacji offshore |
DE202011005583U1 (de) | 2011-04-26 | 2013-09-30 | Herrenknecht Ag | Gründungspfahl zum Herstellen einer Gründung für ein Bauwerk im Wasser |
NL2007882C2 (en) * | 2011-11-28 | 2013-05-30 | Van Leeuwen Harmelen Bv Geb | Excavator for discharging bottom parts from a bottom floor. |
EP2703564B1 (de) * | 2012-08-30 | 2016-04-27 | BAUER Maschinen GmbH | Führungsrahmen zum Führen einer Fräsvorrichtung |
DE102014002968A1 (de) | 2014-03-06 | 2015-09-10 | Herrenknecht Ag | Bohrvorrichtung zum Erstellen einer Bohrung und System zum Positionieren der Bohrvorrichtung |
DE102014007359A1 (de) | 2014-05-21 | 2015-11-26 | Herrenknecht Ag | System und Verfahren zum Erstellen einer Gründung für ein Bauwerk im Wasser |
KR101652352B1 (ko) * | 2014-09-24 | 2016-09-01 | 삼성중공업 주식회사 | 굴삭 펌프 장치 |
CN104457655B (zh) * | 2014-11-27 | 2017-07-07 | 同济大学 | 一种用于软土地层的折叠叶片刀式多点位移计锚头 |
CN105064434A (zh) * | 2015-07-26 | 2015-11-18 | 葛伟岸 | 一种后置式开沟机深度调节装置 |
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EP3418452A1 (de) | 2017-06-19 | 2018-12-26 | Volker Staal en Funderingen BV | Mechanisiertes, ferngesteuertes, geführtes senken eines pneumatischen caissons |
CN107607553A (zh) * | 2017-09-19 | 2018-01-19 | 芜湖铁路桥梁制造有限公司 | 桥梁安全的检测方法及系统 |
NL2020536B1 (en) * | 2018-03-06 | 2019-09-13 | Itrec Bv | Pile holding system, vessel and pile installation method |
US11313096B2 (en) * | 2018-03-06 | 2022-04-26 | Itrec B.V. | Adjustable pile holding system, vessel and pile installation method |
EP3584372B1 (de) * | 2018-06-18 | 2022-08-17 | Vallourec Deutschland GmbH | Pfahlinstallationssystem für eine offshore-fundamentkonstruktion und verfahren zum installieren eines pfahls |
EP3683182B1 (de) * | 2019-01-17 | 2023-05-03 | Saipem S.p.A. | Multifunktionale klemme, system und verfahren zur installation einer windturbine auf einer offshore-unterkonstruktion |
CN109630124A (zh) * | 2019-01-23 | 2019-04-16 | 中铁工程装备集团有限公司 | 一种沉井法竖井掘进机及其施工方法 |
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EP3839147A1 (de) * | 2019-12-19 | 2021-06-23 | BAUER Spezialtiefbau GmbH | Verfahren und vorrichtung zum erstellen eines gründungselementes im boden |
US11078788B1 (en) * | 2020-07-08 | 2021-08-03 | Ician Engineering Contractors Co., Ltd. | Apparatus and method for sinking concrete shaft |
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JP3468724B2 (ja) * | 1999-07-23 | 2003-11-17 | 関西電力株式会社 | コンクリート杭の打設方法とその装置並びに拡大ヘッド |
DE10239278B4 (de) * | 2002-08-22 | 2004-07-29 | Stump Spezialtiefbau Gmbh | Gründung für Wasserbauwerke |
DE112004003050A5 (de) * | 2004-12-06 | 2007-11-22 | Bard Engineering Gmbh | Vorrichtung und Verfahren zur Positionierung von mindestens zwei Fundamentpfählen auf dem Boden eines Gewässers |
GB0520891D0 (en) * | 2005-10-14 | 2005-11-23 | Tidal Generation Ltd | Foundation structure for water current energy system |
CN200974973Y (zh) * | 2006-09-08 | 2007-11-14 | 段国忠 | 液压动力沉桩机 |
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2009
- 2009-06-02 DE DE200910023466 patent/DE102009023466B4/de not_active Expired - Fee Related
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2010
- 2010-04-07 DK DK11008987.7T patent/DK2423390T3/en active
- 2010-04-07 ES ES10713137T patent/ES2399603T3/es active Active
- 2010-04-07 WO PCT/EP2010/002181 patent/WO2010139380A1/de active Application Filing
- 2010-04-07 PT PT10713137T patent/PT2417303E/pt unknown
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- 2010-04-07 CN CN201080030937.3A patent/CN102803616B/zh not_active Expired - Fee Related
- 2010-04-07 ES ES11008987.7T patent/ES2559204T3/es active Active
- 2010-04-07 US US13/322,848 patent/US9222233B2/en active Active
- 2010-04-07 EP EP10713137A patent/EP2417303B1/de not_active Not-in-force
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
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CN107992687A (zh) * | 2017-12-06 | 2018-05-04 | 昆明理工大学 | 基于蒙特卡洛方法的岩质边坡可靠度塑性极限分析上限法 |
Also Published As
Publication number | Publication date |
---|---|
PT2417303E (pt) | 2013-02-21 |
DE102009023466B4 (de) | 2012-09-13 |
EP2423390A1 (de) | 2012-02-29 |
WO2010139380A1 (de) | 2010-12-09 |
DE102009023466A1 (de) | 2011-01-05 |
ES2559204T3 (es) | 2016-02-11 |
ES2399603T3 (es) | 2013-04-02 |
CN102803616B (zh) | 2016-06-01 |
DK2423390T3 (en) | 2016-01-25 |
US9222233B2 (en) | 2015-12-29 |
CN102803616A (zh) | 2012-11-28 |
DK2417303T3 (da) | 2013-03-04 |
EP2417303B1 (de) | 2012-11-14 |
EP2423390B1 (de) | 2015-10-14 |
US20120076591A1 (en) | 2012-03-29 |
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