CN105738599B - One kind landslide experimental rig - Google Patents
One kind landslide experimental rig Download PDFInfo
- Publication number
- CN105738599B CN105738599B CN201610322721.3A CN201610322721A CN105738599B CN 105738599 B CN105738599 B CN 105738599B CN 201610322721 A CN201610322721 A CN 201610322721A CN 105738599 B CN105738599 B CN 105738599B
- Authority
- CN
- China
- Prior art keywords
- model
- air inlet
- airflow
- connecting rod
- air outlet
- 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.)
- Expired - Fee Related
Links
- 238000012360 testing method Methods 0.000 claims abstract description 42
- 238000000034 method Methods 0.000 description 6
- 238000010586 diagram Methods 0.000 description 5
- 238000011160 research Methods 0.000 description 5
- 230000001133 acceleration Effects 0.000 description 2
- 238000004364 calculation method Methods 0.000 description 2
- 238000004458 analytical method Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 238000004088 simulation Methods 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N33/00—Investigating or analysing materials by specific methods not covered by groups G01N1/00 - G01N31/00
- G01N33/24—Earth materials
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Health & Medical Sciences (AREA)
- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Food Science & Technology (AREA)
- Analytical Chemistry (AREA)
- Geology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Medicinal Chemistry (AREA)
- Physics & Mathematics (AREA)
- Remote Sensing (AREA)
- Biochemistry (AREA)
- General Health & Medical Sciences (AREA)
- General Physics & Mathematics (AREA)
- Immunology (AREA)
- Pathology (AREA)
- Aerodynamic Tests, Hydrodynamic Tests, Wind Tunnels, And Water Tanks (AREA)
Abstract
本发明提出了一种滑坡试验装置,其包括设置于土工模型斜坡上方的气流发生器,所述气流发生器为锥筒结构,其下方设置有至少一个切向进气口,上方设置有一个出气口,所述气流发生器通过一个第一连接杆和一个第二连接杆与所述模型箱连接,所述第一连接杆顶部设置有一个位于所述模型箱顶部的收风口,所述第二连接杆顶部设置有一个位于所述模型箱顶部的出风口,所述收风口与所述出风口均为喇叭状结构,所述收风口通过管道与所述切向进气口连接,所述出风口通过管道与所述出气口连接。本发明所提出的用于滑坡土工模型试验的装置,其可在土工模型外部产生气流,从而可在离心模型试验中模拟台风、龙卷风等极端气流情况对滑坡的影响。
The invention proposes a landslide test device, which includes an airflow generator arranged above the slope of the geotechnical model, the airflow generator is a cone structure, at least one tangential air inlet is arranged below it, and an outlet is arranged above it. The air outlet, the air flow generator is connected with the model box through a first connecting rod and a second connecting rod, the top of the first connecting rod is provided with an air inlet at the top of the model box, and the second The top of the connecting rod is provided with an air outlet located at the top of the model box, the air inlet and the air outlet are trumpet-shaped structures, the air inlet is connected to the tangential air inlet through a pipe, and the outlet The tuyere is connected with the air outlet through a pipe. The device for landslide geotechnical model test proposed by the present invention can generate airflow outside the geotechnical model, thereby simulating the influence of extreme airflow conditions such as typhoons and tornadoes on landslides in centrifugal model tests.
Description
技术领域technical field
本发明涉及滑坡物理模型技术领域,特别是一种用于滑坡土工模型试验的装置。The invention relates to the technical field of landslide physical models, in particular to a device for landslide geotechnical model tests.
背景技术Background technique
对山体滑坡机理的研究工作中,使用的方法主要可归结为:现场勘察与试验、现场监测、理论分析与数值计算,以及物理模型试验等方法。由于滑坡形成机理的复杂性,使得采用物理模型试验已成为再现滑坡发生的重要研究手段之一。In the research work on the mechanism of landslides, the methods used can be mainly summarized as: field survey and test, field monitoring, theoretical analysis and numerical calculation, and physical model test and other methods. Due to the complexity of the formation mechanism of landslides, the use of physical model tests has become one of the important research methods to reproduce the occurrence of landslides.
滑坡物理模型试验属于地质力学模型试验范畴,其理论源自于结构模型试验。滑坡模型试验是地质力学模型试验中针对滑坡这一特定研究对象的试验技术,其发展经历了框架式模型试验、底面摩擦模型试验、现场三维及足尺模型试验、渗水力模型试验、土工离心模型试验等试验阶段,目前国内外常用的地质力学模型试验多数是框架式模型试验和离心模型试验两种形式。The landslide physical model test belongs to the category of geomechanics model test, and its theory is derived from the structural model test. The landslide model test is a test technology for the specific research object of landslide in the geomechanics model test. Its development has experienced frame model test, bottom surface friction model test, on-site three-dimensional and full-scale model test, water seepage model test, and geotechnical centrifugal model. At the testing stage such as testing, most of the commonly used geomechanical model tests at home and abroad are frame model tests and centrifugal model tests.
离心模型试验由于其利用土工离心机高速旋转产生的离心力模拟重力,在Ng条件下,能够使得小尺寸离心模型的应力、应变与原型相同或相似,因此在滑坡研究中得到广泛应用,现在在离心模型试验中通过振动台、降水装置模拟地震、下雨的情况已有大量文献进行了披露,例如中国专利CN204108697U公开的一种用于土工离心模型试验的降雨装置、CN104391103A公开的用于离心模型的降雨模拟方法及其装置;但如何在离心模型试验中模拟台风、龙卷风等极端气流情况,从而研究其对滑坡的影响则还未有相关研究。The centrifugal model test is widely used in landslide research because it uses the centrifugal force generated by the high-speed rotation of the geotechnical centrifuge to simulate gravity. Under Ng conditions, the stress and strain of the small-scale centrifugal model can be the same or similar to the prototype. In the model test, a large number of documents have disclosed the situation of simulating earthquake and rain by shaking table and precipitation device, such as a kind of rainfall device for geotechnical centrifugal model test disclosed by Chinese patent CN204108697U, and a centrifugal model disclosed by CN104391103A. Rainfall simulation methods and their devices; however, how to simulate extreme airflow conditions such as typhoons and tornadoes in centrifugal model tests to study their impact on landslides has not yet been related.
发明内容Contents of the invention
本发明要解决的技术问题是提供一种滑坡试验装置,以减少或避免前面所提到的问题。The technical problem to be solved by the present invention is to provide a landslide test device to reduce or avoid the aforementioned problems.
为解决上述技术问题,本发明提出了一种滑坡试验装置,其设置于放置土工模型的模型箱上,其包括设置于所述土工模型斜坡上方的气流发生器,所述气流发生器为锥筒结构,其下方设置有至少一个切向进气口,上方设置有一个出气口,所述气流发生器通过一个第一连接杆和一个第二连接杆与所述模型箱连接,所述第一连接杆顶部设置有一个位于所述模型箱顶部的收风口,所述第二连接杆顶部设置有一个位于所述模型箱顶部的出风口,所述收风口与所述出风口均为喇叭状结构,所述收风口通过管道与所述切向进气口连接,所述出风口通过管道与所述出气口连接。In order to solve the above-mentioned technical problems, the present invention proposes a landslide test device, which is arranged on a model box for placing a geotechnical model, and includes an airflow generator arranged above the slope of the geotechnical model, and the airflow generator is a cone structure, at least one tangential air inlet is arranged below it, and an air outlet is arranged above it, and the air flow generator is connected with the model box through a first connecting rod and a second connecting rod, and the first connecting rod The top of the rod is provided with an air inlet located at the top of the model box, and the top of the second connecting rod is provided with an air outlet located at the top of the model box, the air inlet and the air outlet are horn-shaped structures, The air inlet is connected to the tangential air inlet through a pipe, and the air outlet is connected to the air outlet through a pipe.
优选地,所述出气口设置有电磁阀。Preferably, the air outlet is provided with a solenoid valve.
优选地,所述收风口设置有电磁阀。Preferably, the air inlet is provided with a solenoid valve.
优选地,所述切向进气口与所述气流发生器底边的距离不小于所述气流发生器的高度的1/8。Preferably, the distance between the tangential air inlet and the bottom edge of the airflow generator is not less than 1/8 of the height of the airflow generator.
优选地,所述切向进气口与所述气流发生器底边具有一个角度为3-8度的倾斜角。Preferably, the tangential air inlet and the bottom edge of the airflow generator have an inclination angle of 3-8 degrees.
优选地,所述切向进气口与所述气流发生器内壁的与其平行的切线的距离为2-5mm。Preferably, the distance between the tangential air inlet and the tangent line parallel to the inner wall of the airflow generator is 2-5 mm.
本发明所提出的一种用于滑坡土工模型试验的装置,其可在土工模型外部产生气流,从而可在离心模型试验中模拟台风、龙卷风等极端气流情况对滑坡的影响。The invention proposes a device for landslide geotechnical model test, which can generate airflow outside the geotechnical model, thereby simulating the influence of extreme airflow conditions such as typhoons and tornadoes on landslides in centrifugal model tests.
附图说明Description of drawings
以下附图仅旨在于对本发明做示意性说明和解释,并不限定本发明的范围。其中,The following drawings are only intended to illustrate and explain the present invention schematically, and do not limit the scope of the present invention. in,
图1显示的是土工离心机的结构示意图;Figure 1 shows a schematic structural view of a geotechnical centrifuge;
图2显示的是根据本发明的一个具体实施例的一种用于滑坡土工模型试验的装置的结构原理示意图;What Fig. 2 shows is a kind of structural principle schematic diagram of the device for landslide geotechnical model test according to a specific embodiment of the present invention;
图3显示的是图2中的气流发生器的切向进气口的截面示意图;Figure 3 shows a schematic cross-sectional view of the tangential air inlet of the airflow generator in Figure 2;
图4显示的是图2中的气流发生器的剖面结构示意图。FIG. 4 shows a schematic cross-sectional structure diagram of the airflow generator in FIG. 2 .
具体实施方式detailed description
为了对本发明的技术特征、目的和效果有更加清楚的理解,现对照附图说明本发明的具体实施方式。其中,相同的部件采用相同的标号。In order to have a clearer understanding of the technical features, purposes and effects of the present invention, the specific implementation manners of the present invention will now be described with reference to the accompanying drawings. Wherein, the same parts adopt the same reference numerals.
图1显示的土工离心机的结构示意图;参见图1所示,在离心模型试验中,离心模型通常设置在一个模型箱中,该模型箱放置在土工离心机的吊篮1中,当所述土工离心机高速旋转时,所述吊篮1中就会产生Ng的离心加速度,这时,小尺寸的离心模型即可获得与原型相同或相似的应力、应变,也就可以实现对实际山体边坡的滑坡研究。通常情况下,在研究滑坡时,土工离心机的离心加速度会在30g以上,甚至超过50g。因此,在模型箱外部会有高速气流产生,但由于通常离心模型试验中使用的模型箱均为开口式结构,因此在模型箱内,离心模型外部的气流相对平稳,也就是离心模型外部的气流相对静止。The structural representation of the geotechnical centrifuge shown in Fig. 1; Referring to Fig. 1, in the centrifugal model test, the centrifugal model is usually arranged in a model box, and the model box is placed in the hanging basket 1 of the geotechnical centrifuge, when said When the geotechnical centrifuge rotates at a high speed, a centrifugal acceleration of Ng will be generated in the hanging basket 1. At this time, the small-sized centrifugal model can obtain the same or similar stress and strain as the prototype, and it can also achieve the same or similar stress and strain as the original mountain body. Slope landslide research. Usually, when studying landslides, the centrifugal acceleration of the geocentrifuge will be above 30g, or even exceed 50g. Therefore, there will be high-speed airflow outside the model box, but because the model boxes used in the centrifugal model test are usually open structures, the airflow outside the centrifugal model is relatively stable in the model box, that is, the airflow outside the centrifugal model relatively static.
图2显示的是根据本发明的一个具体实施例的一种用于滑坡土工模型试验的装置的结构原理示意图;图3显示的是图2中的气流发生器的切向进气口的截面示意图;图4显示的是图2中的气流发生器的剖面结构示意图。参见图2-4所示,为了能够控制离心模型外部的气流,从而可在离心模型试验中模拟台风、龙卷风等极端气流,本发明提供了一种用于滑坡土工模型试验的装置,其设置于放置土工模型2的模型箱3上,其包括设置于所述土工模型2斜坡上方的气流发生器41,所述气流发生器41为锥筒结构,其下方设置有至少一个切向进气口4111,上方设置有一个出气口412,所述气流发生器41通过一个第一连接杆42和一个第二连接杆43与所述模型箱3连接,所述第一连接杆42顶部设置有一个位于所述模型箱3顶部的收风口44,所述第二连接杆43顶部设置有一个位于所述模型箱3顶部的出风口45,所述收风口44与所述出风口45均为喇叭状结构,所述收风口44通过管道与所述切向进气口4111连接,所述出风口45通过管道与所述出气口412连接。What Fig. 2 shows is a kind of schematic diagram of the structure principle of the device for geotechnical model test of landslide according to a specific embodiment of the present invention; What Fig. 3 shows is the cross-sectional schematic diagram of the tangential air inlet of airflow generator in Fig. 2 ; Figure 4 shows a schematic diagram of the cross-sectional structure of the airflow generator in Figure 2. Referring to shown in Fig. 2-4, in order to be able to control the airflow outside the centrifugal model, thereby can simulate extreme airflows such as typhoon, tornado in the centrifugal model test, the present invention provides a kind of device that is used for landslide geotechnical model test, and it is arranged on Place on the model box 3 of the geotechnical model 2, which includes an airflow generator 41 arranged above the slope of the geotechnical model 2, the airflow generator 41 is a cone structure, and at least one tangential air inlet 4111 is arranged below it , an air outlet 412 is arranged above, and the air flow generator 41 is connected with the mold box 3 through a first connecting rod 42 and a second connecting rod 43, and a top of the first connecting rod 42 is provided with a The air intake 44 at the top of the model box 3, the top of the second connecting rod 43 is provided with an air outlet 45 at the top of the model box 3, the air intake 44 and the air outlet 45 are horn-shaped structures, The air inlet 44 is connected to the tangential air inlet 4111 through a pipe, and the air outlet 45 is connected to the air outlet 412 through a pipe.
在安装过程中,所述模型箱3顶部可设置横梁,从而可对所述第一连接42和所述第二连接杆43进行固定,所述第一连接杆42位于所述模型箱3在旋转过程中的迎风面一侧,所述第二连接杆43位于所述模型箱3在旋转过程中的背风面一侧。During the installation process, the top of the model box 3 can be provided with a crossbeam, so that the first connection 42 and the second connecting rod 43 can be fixed, and the first connecting rod 42 is located at the top of the model box 3 when it is rotating. On the windward side during rotation, the second connecting rod 43 is located on the leeward side of the mold box 3 during rotation.
当土工离心机高速旋转时,通过所述收风口44进入到所述切向进气口411的气流由于截面减小,因此流速增大,从而在从所述切向进气口411进入所述气流发生器41后,会在所述气流发生器41内产生旋流气场,也就会在所述土工模型2外部形成负压,从而可模拟龙卷风等能产生负压的极端气流情况。产生旋流的气流以及被吸入所述气流发生器41的气流可以通过所述出气口412经由管道从所述出风口45排出。从而不会对所述模型箱3内的气场环境造成过多的影响。When the geotechnical centrifuge rotates at a high speed, the airflow entering the tangential air inlet 411 through the air inlet 44 is reduced in cross-section, so the flow velocity increases, thus entering the airflow from the tangential air inlet 411 After the airflow generator 41, a swirling air field will be generated in the airflow generator 41, and a negative pressure will be formed outside the geotechnical model 2, thereby simulating extreme airflow conditions that can generate negative pressure such as tornadoes. The airflow generated by the swirling flow and the airflow sucked into the airflow generator 41 can be discharged from the air outlet 45 through the air outlet 412 through a pipe. Therefore, the air field environment in the model box 3 will not be affected too much.
参见图3所示,所述切向进气口411的通道与所述气流发生器41内壁的与其平行的最近的切线的距离d可设置为2-5mm,这样一方面可保障从所述切向进气口411进入的气流能方便的产生旋流,另一方面便于对所述切向进气口411进行加工。Referring to Fig. 3, the distance d between the channel of the tangential air inlet 411 and the closest tangent line parallel to the inner wall of the airflow generator 41 can be set to 2-5 mm, so that on the one hand, it can be guaranteed from the tangential The airflow entering the air inlet 411 can conveniently generate a swirl flow, and on the other hand, it is convenient to process the tangential air inlet 411 .
参见图2所示,为了便于计算气流对土工模型2产生的压强,所述气流发生器41要平行于所述土工模型2的坡面进行设置,也就是说,所述气流发生器41对应于所述模型箱3的箱底具有一个倾斜角度,在这种情况下,为了保障所述气流发生器41内的旋流气场要向所述气流发生器41的顶部汇集,参见图4所示,所述切向进气口411与所述气流发生器41底边的距离H1要不小于所述气流发生器41的高度H的1/8,而且,所述切向进气口411的通道与所述气流发生器41底边具有一个角度α为3-8度的倾斜角。Referring to Fig. 2, in order to facilitate the calculation of the pressure generated by the airflow on the geotechnical model 2, the airflow generator 41 will be arranged parallel to the slope of the geotechnical model 2, that is to say, the airflow generator 41 corresponds to The bottom of the model box 3 has an angle of inclination. In this case, in order to ensure that the swirling air field in the airflow generator 41 will converge to the top of the airflow generator 41, as shown in FIG. 4, the The distance H1 between the tangential air inlet 411 and the bottom edge of the airflow generator 41 is not less than 1/8 of the height H of the airflow generator 41, and the passage of the tangential air inlet 411 and the The bottom edge of the airflow generator 41 has an inclination angle α of 3-8 degrees.
所述切向进气口411可设置多个,例如,可在其所在截面上沿圆心对称设置两个或者四个。这样可保障在不同进气流速情况下所产生的旋流气场的中心位置的稳定。The tangential air inlets 411 can be provided in multiples, for example, two or four can be arranged symmetrically along the center of the circle on the section where they are located. This can ensure the stability of the central position of the swirl air field generated under different intake flow rates.
参见图4所示,所述出气口412仅作为旋流气流的流出通道,因此其可以设置在所述气流发生器41靠近顶边的侧壁上,当然,其也可设置在所述气流发生器41的顶边,所述出气口412处可设置一个电磁阀,这样,可通过关闭该电磁阀来封闭所述出气口412,当所述出气口412封闭时,从切向进气口411进入所述气流发生器41就会溢出至所述土工模型2上,从而可模拟台风等能产生正压的极端气流情况。Referring to Fig. 4, the air outlet 412 is only used as the outflow channel of the swirling airflow, so it can be arranged on the side wall of the airflow generator 41 close to the top edge, of course, it can also be arranged on the side wall where the airflow occurs. On the top edge of the device 41, a solenoid valve can be set at the air outlet 412, so that the air outlet 412 can be closed by closing the electromagnetic valve. When the air outlet 412 is closed, the gas outlet 411 When entering the airflow generator 41, it will overflow onto the geotechnical model 2, thereby simulating extreme airflow conditions that can generate positive pressure such as typhoons.
所述收风口44可设置一个电磁阀(图中未示出),这样可在试验过程中调节进风量。A solenoid valve (not shown in the figure) can be provided with the air intake port 44, so that the air intake can be adjusted during the test.
由本发明所提供的一种用于滑坡土工模型试验的装置在离心试验中所产生的气流压力可通过在所述气流发生器41中和所述模型箱中设置气压传感器来测量。The airflow pressure generated by the device for landslide geotechnical model test provided by the present invention in the centrifuge test can be measured by setting air pressure sensors in the airflow generator 41 and the model box.
本发明所提出的一种用于滑坡土工模型试验的装置,其可在土工模型外部产生气流,从而可在离心模型试验中模拟台风、龙卷风等极端气流情况对滑坡的影响。The invention proposes a device for landslide geotechnical model test, which can generate airflow outside the geotechnical model, thereby simulating the influence of extreme airflow conditions such as typhoons and tornadoes on landslides in centrifugal model tests.
本领域技术人员应当理解,虽然本发明是按照多个实施例的方式进行描述的,但是并非每个实施例仅包含一个独立的技术方案。说明书中如此叙述仅仅是为了清楚起见,本领域技术人员应当将说明书作为一个整体加以理解,并将各实施例中所涉及的技术方案看作是可以相互组合成不同实施例的方式来理解本发明的保护范围。Those skilled in the art should understand that although the present invention is described in terms of multiple embodiments, not each embodiment only includes an independent technical solution. The description in the description is only for the sake of clarity, and those skilled in the art should understand the description as a whole, and understand the present invention by considering the technical solutions involved in each embodiment as being able to be combined with each other to form different embodiments scope of protection.
以上所述仅为本发明示意性的具体实施方式,并非用以限定本发明的范围。任何本领域的技术人员,在不脱离本发明的构思和原则的前提下所作的等同变化、修改与结合,均应属于本发明保护的范围。The above descriptions are only illustrative specific implementations of the present invention, and are not intended to limit the scope of the present invention. Any equivalent changes, modifications and combinations made by those skilled in the art without departing from the concept and principle of the present invention shall fall within the protection scope of the present invention.
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610322721.3A CN105738599B (en) | 2015-05-12 | 2015-05-12 | One kind landslide experimental rig |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201510237335.XA CN104807976B (en) | 2015-05-12 | 2015-05-12 | A kind of device for the geotechnical model test that comes down |
CN201610322721.3A CN105738599B (en) | 2015-05-12 | 2015-05-12 | One kind landslide experimental rig |
Related Parent Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201510237335.XA Division CN104807976B (en) | 2015-05-12 | 2015-05-12 | A kind of device for the geotechnical model test that comes down |
Publications (2)
Publication Number | Publication Date |
---|---|
CN105738599A CN105738599A (en) | 2016-07-06 |
CN105738599B true CN105738599B (en) | 2017-06-20 |
Family
ID=56256011
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201610322721.3A Expired - Fee Related CN105738599B (en) | 2015-05-12 | 2015-05-12 | One kind landslide experimental rig |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN105738599B (en) |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102297834A (en) * | 2011-05-27 | 2011-12-28 | 浙江大学 | Dry-wet circulation climate hypergravity simulation system |
CN103234733A (en) * | 2013-05-07 | 2013-08-07 | 清华大学 | Giant maritime work centrifugal machine |
CN103267651A (en) * | 2013-05-07 | 2013-08-28 | 清华大学 | High-gravity field wind generation device for giant maritime work centrifuge |
CN203572758U (en) * | 2013-10-30 | 2014-04-30 | 西南交通大学 | Shear rheology device for researching gas trapping rheological property of long-runout landslides |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US7412875B2 (en) * | 2004-12-08 | 2008-08-19 | Board Of Regents, The University Of Texas System | Centrifuge permeameter for unsaturated soils system |
-
2015
- 2015-05-12 CN CN201610322721.3A patent/CN105738599B/en not_active Expired - Fee Related
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102297834A (en) * | 2011-05-27 | 2011-12-28 | 浙江大学 | Dry-wet circulation climate hypergravity simulation system |
CN103234733A (en) * | 2013-05-07 | 2013-08-07 | 清华大学 | Giant maritime work centrifugal machine |
CN103267651A (en) * | 2013-05-07 | 2013-08-28 | 清华大学 | High-gravity field wind generation device for giant maritime work centrifuge |
CN203572758U (en) * | 2013-10-30 | 2014-04-30 | 西南交通大学 | Shear rheology device for researching gas trapping rheological property of long-runout landslides |
Non-Patent Citations (2)
Title |
---|
台风作用下植被对斜坡稳定性影响的物理模拟;王照财 等;《自 然 灾 害 学 报》;20130831;第 22 卷(第 4 期);全文 * |
台风滑坡变形破坏机制模型试验研究;孔维伟 等;《工程地质学报》;20130415;全文 * |
Also Published As
Publication number | Publication date |
---|---|
CN105738599A (en) | 2016-07-06 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN105954494B (en) | A kind of device for slope model test | |
CN209326929U (en) | A wharf ship impact simulation test box | |
CN102023080A (en) | Visual miniature wind tunnel test bench | |
CN107702882A (en) | A kind of experimental rig for simulating cyclone | |
CN110781579B (en) | A method for simulating the falling process of an airdrop object | |
CN102589838B (en) | Internal air-supported rigidity simulation device for wind tunnel test model of single story building | |
CN216247639U (en) | A simple wind erosion device | |
CN105784975B (en) | One kind landslide building model test apparatus | |
CN103267651B (en) | Super gravity field for giant maritime work centrifugal machine makes wind apparatus | |
CN105738599B (en) | One kind landslide experimental rig | |
CN105738598B (en) | Device for landslide model test | |
CN204422170U (en) | Wind direction rotation type hierarchical layered particle sand-taped instrument | |
CN205642792U (en) | A coarse unit for turbulence intensity reinforcing of wind -tunnel bottom | |
Mikayama et al. | Effects of drifting sand particles on deterioration of mural paintings on the east wall of Cave 285 in Mogao Caves, Dunhuang | |
CN209485654U (en) | A kind of direct current suction gust wind tunnel with tune stream section | |
CN105910790B (en) | A kind of autoexcitation formula disturbance roughness element and the method for increasing turbulence intensity | |
CN109269757B (en) | Lifting type wedge-shaped sand collector for wind erosion wind tunnel experiment | |
Hangan et al. | The simulation of downbursts and its challenges | |
Viswam et al. | Efficiency improvement of wind turbine generator by introducing vortex generator | |
Sabareesh et al. | Pressure acting on a cubic model in boundary-layer and tornado-like flow fields | |
CN203825895U (en) | A Magnus effect experiment apparatus | |
JADHAV et al. | Analysis of Turbo Ventilator Using CFD | |
CN210071615U (en) | Measuring buckets and geocentrifuges | |
Ohya et al. | Multi-rotor system using brimmed-diffuser wind turbines for power output increase | |
CN207488126U (en) | Image method particle size analyzer |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170620 Termination date: 20210512 |
|
CF01 | Termination of patent right due to non-payment of annual fee |