CN206430888U - A kind of lower thrust load caused landslide physical model experiment system of storehouse water effect - Google Patents
A kind of lower thrust load caused landslide physical model experiment system of storehouse water effect Download PDFInfo
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- CN206430888U CN206430888U CN201720101096.XU CN201720101096U CN206430888U CN 206430888 U CN206430888 U CN 206430888U CN 201720101096 U CN201720101096 U CN 201720101096U CN 206430888 U CN206430888 U CN 206430888U
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Abstract
The utility model is related to a kind of lower thrust load caused landslide physical model experiment system of storehouse water effect, including U-type groove, one end sealing of U-type groove is provided with baffle plate, simulation slider bed is provided with U-type groove, simulation slip mass is provided with simulation slider bed, and the slope table of simulation slip mass, towards baffle plate, U-type groove, baffle plate, simulation slider bed and simulation slip mass surround water reserve, and water reserve is connected with water feed apparatus and discharging device；Also include thrust loading device, thrust loading device is arranged at the trailing edge of simulation slip mass.Offer is a kind of to carry out the landslide physical model test system that thrust load caused landslide evolutionary process is studied with deformation failure models under reservoir level cyclic fluctuation, and this test system architecture is simple, easy to operate, economical and practical, is easy to promote.
Description
Technical field
The utility model is related to geological disaster modeling techniques field, and more particularly to a kind of lower passage formula of storehouse water effect is slided
Slope physical model experiment system.
Background technology
Landslide is as a kind of destructive greatly geological disaster, once occur, it will to people's lives and properties and national base
Huge infringement is brought in Infrastructure, such as railway, highway, navigation channel.Landslide is a kind of geological disaster for possessing evolution, is
Refer to the soil body or rock mass on slope, by factor shadows such as river degradation, groundwater activities, rainwater immersion, earthquake and artificial blending rocks
Ring, under gravity, along certain Weak face or weak band, the integrally or dispersedly nature of inclined slope aspect lower slider
Phenomenon.The mobile soil body or rock mass is referred to as the soil body or the rock mass referred to as slider bed not moved below slip mass, slip mass.By landslide by
Power feature can be divided into retrogressive landslide, thrust load caused landslide etc., and thrust load caused landslide is due to the long-term loading of landslide trailing edge power, is occurred
Progressive failure back to front, and ultimately result in overall destroy of coming down.
With pushing forward comprehensively for economic construction, the mankind are increasingly sharpened naturally interference, sky way, large hydropower station
Build for people's lives bring it is convenient with economic benefit while, also changing the original state of the Nature.Large reservoir is repaiied
Building causes original storehouse bank primary condition to change, and reservoir level cyclic fluctuation etc. caused by reservoir operation, which turns into, in reservoir area induces
The key factor on landslide, and under the conditions of reservoir area is there is also a large amount of thrust load caused landslides, therefore research reservoir level cyclic fluctuation
The evolutionary process of thrust load caused landslide, Initiated Mechanism, deformation failure models will be significant, while also can be such landslide
Preventing and treating provides solid foundation.
Current indoor physical model experiment turns into Study of Landslides evolutionary process and the important means of deformation failure models, state
Inside and outside scholar is tested by indoor physical model and has carried out the research of each side to landslide, also achieves certain progress, but at present
Landslide physical model test device or method still suffer from certain limitation：
(1) existing landslide physical model test device or method are seldom related to drilling of being come down under reservoir level cyclic fluctuation
Change process and deformation failure models, and reservoir level cyclic fluctuation has material impact to landslide, is come down under the conditions of research is such
Evolutionary process and deformation failure models it is very necessary.
(2) existing landslide physical model test device or method do not consider Landslide Model trailing edge thrust and leading edge storehouse water
The Proper Match relation of bit period fluctuation, and gear to actual circumstances to the two progress Proper Match, it is research reservoir level periodic wave
Basis and the key point of dynamic lower thrust load caused landslide evolutionary process and deformation failure models.
(3) the existing landslide physical model test device or method sufficiently complex or cost that operates is higher, it is impossible to
On the premise of reaching test objective, acquisition efficiency test achievement, short form test device or reduction financial cost so that experimental rig
Or method can be simple and easy to apply and economical and practical.
The content of the invention
The utility model purpose is to provide a kind of lower thrust load caused landslide physical model experiment system of storehouse water effect, solves existing
Above mentioned problem present in technology.
The technical scheme that the utility model solves above-mentioned technical problem is as follows：
A kind of lower thrust load caused landslide physical model experiment system of storehouse water effect, including U-type groove, one end of the U-type groove are close
Envelope, which is provided with baffle plate, the U-type groove, is provided with simulation slider bed, and simulation slip mass is provided with the simulation slider bed, and described
The slope table of slip mass is simulated towards the baffle plate, the U-type groove, baffle plate, simulation slider bed and simulation slip mass surround water reserve, institute
State water reserve and be connected with water feed apparatus and discharging device；Also include thrust loading device, the thrust loading device is arranged at institute
State the trailing edge of simulation slip mass.
The beneficial effects of the utility model are：Thrust load caused landslide evolution under reservoir level cyclic fluctuation can be carried out by providing one kind
The landslide physical model test system that process is studied with deformation failure models, water reserve is controlled by water feed apparatus and discharging device
Water level lifting, to simulate the reservoir level cyclic fluctuation on actual landslide, by thrust loading device to simulation slip mass
Trailing edge carries out the loading and holding of thrust, with the change for the slip mass trailing edge thrust for simulating the different actual landslides of evolving stage, enters
And the research of thrust load caused landslide evolutionary process and deformation failure models under reservoir level cyclic fluctuation is realized, and this pilot system knot
Structure is simple, easy to operate, economical and practical, is easy to promote.
On the basis of above-mentioned technical proposal, the utility model can also do following improvement.
Further, the water feed apparatus includes the water inlet pipe that is connected with the water reserve, and along being gradually distance from water reserve
Direction is successively set on first flowmeter, the first regulating valve and the first control valve on the water inlet pipe.
Beneficial effect using above-mentioned further scheme is：First control valve is used for inflow and the tune for controlling external water source
The flow of water inlet pipe reclaimed water is saved, the first regulating valve is used for the flow for further adjusting water inlet pipe reclaimed water, and first flowmeter is used to supervise
The flow of water inlet pipe reclaimed water is surveyed, the first control valve, the first regulating valve and first flowmeter cooperate, and accurately control water reserve
The rising of water level, with the rising for the reservoir level for simulating actual landslide, and it is easy to use, it is with low cost.
Further, the discharging device includes the outlet pipe that is connected with the water reserve, and along being gradually distance from water reserve
Direction is successively set on second flowmeter, the second regulating valve and the second control valve on the outlet pipe.
Beneficial effect using above-mentioned further scheme is：Second control valve be used for control water reserve water source outflow and
The flow of adjusting water outlet pipe reclaimed water, the second regulating valve is used for the flow of further adjusting water outlet pipe reclaimed water, and second flowmeter is used for
The flow of outlet pipe reclaimed water is monitored, the second control valve, the second regulating valve and second flowmeter cooperate, and accurately control retaining
The decline of area's water level, with the decline for the reservoir level for simulating actual landslide, and it is easy to use, it is with low cost.
Further, the thrust loading device includes load plate, load apparatus, counter-force contiguous block and counter force wall；The loading
Plate is arranged at the trailing edge of the simulation slip mass, and one end of the load apparatus is connected with the load plate, and the other end passes through described
Counter-force contiguous block is connected with the counter force wall.
Beneficial effect using above-mentioned further scheme is：Thrust is carried out to the trailing edge for simulating slip mass by load apparatus
Loading is with keeping, and dynamics control is accurate；And the power of load apparatus is applied to the trailing edge of simulation slip mass by load plate, slides simulation
The trailing edge uniform force of slopes；So as to further realize the slip mass trailing edge thrust for precisely simulating the different actual landslides of evolving stage
Change.
Further, the load apparatus is electro-hydraulic loading instrument.
Beneficial effect using above-mentioned further scheme is：The control that electro-hydraulic loading instrument further improves dynamics is accurate
Property.
Further, the counter force wall is fixedly installed vertically, the one side that the counter-force contiguous block is connected with the load apparatus
There is angle of inclination between the counter force wall, and the size at the angle of inclination can adjust.
Beneficial effect using above-mentioned further scheme is：One side and counter force wall that counter-force contiguous block is connected with load apparatus
Between the size at angle of inclination can adjust, so as to ensure the angle of inclination of load apparatus and the angle of inclination one of simulation slip mass
Cause, be easy to the application of power, and ensure that the power of load apparatus can be entirely applied to simulate the trailing edge of slip mass, improve simulation slip mass
Trailing edge stress precision.
Further, the material of the baffle plate is transparent toughened glass, and the U-type groove is the steel plate of three faces one.
Beneficial effect using above-mentioned further scheme is：The material of baffle plate uses transparent toughened glass, is easy to from baffle plate
The misalignment and water reserve SEA LEVEL VARIATION situation of the slope table of outside observatory control slip mass；U-type groove is the steel plate of three faces one,
It is easy to production and processing, and sound construction is stable.
Further, the water feed apparatus and discharging device are connected on the side wall of the U-type groove by welding manner.
Beneficial effect using above-mentioned further scheme is：Welding manner is easy to operate, and connection sealing is good, not leakiness
Water.
Brief description of the drawings
Fig. 1 is a kind of structural representation of the lower thrust load caused landslide physical model experiment system of storehouse water effect of the utility model；
Fig. 2 is a kind of lower thrust load caused landslide physical model experiment system Fig. 1 of storehouse water effect of the utility model front view；
Fig. 3 is a kind of lower thrust load caused landslide physical model experiment system Fig. 1 of storehouse water effect of the utility model side view；
Fig. 4 is a kind of specific embodiment horse of the lower thrust load caused landslide physical model experiment system of storehouse water effect of the utility model
The reservoir level cyclic fluctuation curve map on family's ditch landslide；
Fig. 5 is a kind of specific embodiment horse of the lower thrust load caused landslide physical model experiment system of storehouse water effect of the utility model
The actual monocycle water level fluctuation of reservoir curve map on family's ditch landslide；
Fig. 6 is a kind of specific embodiment horse of the lower thrust load caused landslide physical model experiment system of storehouse water effect of the utility model
The experiment monocycle water level fluctuation of reservoir curve map on family's ditch landslide；
Fig. 7 is a kind of specific embodiment horse of the lower thrust load caused landslide physical model experiment system of storehouse water effect of the utility model
The rainfall periodicity histogram of family's ditch landslide location；
Fig. 8 is a kind of specific embodiment horse of the lower thrust load caused landslide physical model experiment system of storehouse water effect of the utility model
Actual period pluvial period monocycle and actual monocycle brief rain period period on family's ditch landslide scheme；
Fig. 9 is a kind of specific embodiment horse of the lower thrust load caused landslide physical model experiment system of storehouse water effect of the utility model
Period pluvial period experiment monocycle on family's ditch landslide and experiment brief rain period period monocycle figure；
Figure 10 is a kind of specific embodiment of the lower thrust load caused landslide physical model experiment system of storehouse water effect of the utility model
The experiment monocycle slip mass trailing edge thrust curve figure on horse man ditch landslide；
Figure 11 is a kind of specific embodiment of the lower thrust load caused landslide physical model experiment system of storehouse water effect of the utility model
The experiment multicycle water level fluctuation of reservoir curve and experiment multicycle slip mass trailing edge thrust curve figure on horse man ditch landslide.
In accompanying drawing, the list of parts representated by each label is as follows：
1st, U-type groove, 2, baffle plate, 3, simulation slider bed, 4, simulation slip mass, 41, slope table, 42, trailing edge, 5, water reserve, 6, enter
Water installations, 61, water inlet pipe, 62, first flowmeter, the 63, first regulating valve, the 64, first control valve, 7, discharging device, 71, water outlet
Pipe, 72, second flowmeter, the 73, second regulating valve, the 74, second control valve, 8, thrust loading device, 81, load plate, 82, loading
Instrument, 83, counter-force contiguous block, 84, counter force wall.
Embodiment
Principle of the present utility model and feature are described below in conjunction with accompanying drawing, example is served only for explaining this practicality
It is new, it is not intended to limit scope of the present utility model.
As shown in Figure 1, Figure 2 and Figure 3, a kind of lower thrust load caused landslide physics of storehouse water effect described in the utility model embodiment 1
Model assay systems, including U-type groove 1, one end sealing of the U-type groove 1, which is provided with baffle plate 2, the U-type groove 1, is provided with mould
Intend being provided with simulation slip mass 4 in slider bed 3, the simulation slider bed 3, and the simulation slip mass 4 slope table 41 towards the gear
Plate 2, the U-type groove 1, baffle plate 2, simulation slider bed 3 and simulation slip mass 4 surround water reserve 5, and the water reserve 5 is connected with into water
Device 6 and discharging device 7；Also include thrust loading device 8, the thrust loading device 8 is arranged at the simulation slip mass 4
Trailing edge 42.
A kind of lower thrust load caused landslide physical model experiment system of storehouse water effect, is implementing described in the utility model embodiment 2
On the basis of example 1, the water feed apparatus 6 includes the water inlet pipe 61 that is connected with the water reserve 5, and along being gradually distance from water reserve
5 directions are successively set on first flowmeter 62, the first regulating valve 63 and the first control valve 64 on the water inlet pipe 61.
A kind of lower thrust load caused landslide physical model experiment system of storehouse water effect, is implementing described in the utility model embodiment 3
On the basis of example 1 or 2, the discharging device 7 includes the outlet pipe 71 that is connected with the water reserve 5, and along being gradually distance from storage
The direction of pool 5 is successively set on second flowmeter 72, the second regulating valve 73 and the second control valve 74 on the outlet pipe 71.
A kind of lower thrust load caused landslide physical model experiment system of storehouse water effect, is implementing described in the utility model embodiment 4
On the basis of any embodiment of example 1 to 3, the thrust loading device 8 includes load plate 81, load apparatus 82, counter-force contiguous block 83
With counter force wall 84；The load plate 81 be arranged at it is described simulation slip mass 4 trailing edge 42, one end of the load apparatus 82 with it is described
Load plate 81 is connected, and the other end is connected by the counter-force contiguous block 83 with the counter force wall 84.
A kind of lower thrust load caused landslide physical model experiment system of storehouse water effect, is implementing described in the utility model embodiment 5
On the basis of example 4, the load apparatus 82 is electro-hydraulic loading instrument.
A kind of lower thrust load caused landslide physical model experiment system of storehouse water effect, is implementing described in the utility model embodiment 6
On the basis of example 4 or 5, the counter force wall 84 is fixedly installed vertically, and the counter-force contiguous block 83 is connected with the load apparatus 82
One side and the counter force wall 84 between have angle of inclination, and the angle of inclination size can adjust.
A kind of lower thrust load caused landslide physical model experiment system of storehouse water effect, is implementing described in the utility model embodiment 7
On the basis of any embodiment of example 1 to 6, the material of the baffle plate 2 is transparent toughened glass, and the U-type groove 1 is three faces one
Steel plate.
A kind of lower thrust load caused landslide physical model experiment system of storehouse water effect, is implementing described in the utility model embodiment 8
On the basis of example 7, the water feed apparatus 6 and discharging device 7 are connected to by welding manner on the side wall of the U-type groove 1.
A kind of lower thrust load caused landslide physical model test method of storehouse water effect described in the utility model embodiment 9, using reality
A kind of any lower thrust load caused landslide physical model experiment system of storehouse water effect of example 1 to 8 is applied, methods described includes following step
Suddenly：
Step 1, according to the reservoir level periodic wave moving curve on actual landslide, actual monocycle water level fluctuation of reservoir is generally dissolved bent
Line, and the time shaft of the actual monocycle water level fluctuation of reservoir curve is subjected to equal proportion compression, generation experiment by preset ratio
Monocycle water level fluctuation of reservoir curve；According to the experiment monocycle water level fluctuation of reservoir curve, generation experiment multicycle reservoir level ripple
Moving curve；
Step 2, according to the rainfall periodicity histogram of the actual location of coming down, the actual monocycle is obtained rainy
It is period phase and actual monocycle brief rain period period, actual period pluvial period monocycle and actual monocycle is short of rain
Period phase carries out equal proportion compression by the preset ratio, and generation experiment period pluvial period monocycle and experiment monocycle are few
Period in Pluvial；During the pluvial period, with rainfall induced landslide body trailing edge avalanche occurs for rain infiltration, slip mass trailing edge will be caused to push away
The increase of power, therefore make experiment period pluvial period monocycle be the trailing edge thrust loading phase of the simulation slip mass, institute
The trailing edge thrust that experiment brief rain period period monocycle is stated for the simulation slip mass is kept for the phase, generation experiment monocycle slip mass
Trailing edge thrust curve；According to the superposition of power and the experiment monocycle slip mass trailing edge thrust curve, generation and the experiment are more
Experiment multicycle slip mass trailing edge thrust curve of the cycle water level fluctuation of reservoir curve with the period；
Step 3, the lifting of the water level of the water reserve 5 is controlled using the water feed apparatus 6 and discharging device 7, and makes institute
The water level for stating water reserve 5 meets the experiment multicycle water level fluctuation of reservoir curve；Utilize described 8 pairs of moulds of thrust loading device
The trailing edge 42 for intending slip mass 4 carries out the loading and holding of thrust, and the trailing edge thrust of the simulation slip mass 4 is met the examination
Test multicycle slip mass trailing edge thrust curve；To realize that the landslide for simulating the actual landslide using the pilot system is developed.
According to the reservoir level cyclic fluctuation on actual landslide, generation experiment multicycle water level fluctuation of reservoir curve；According to actual
The rainfall of landslide location, generation and experiment multicycle slip mass of the experiment multicycle water level fluctuation of reservoir curve with the period
Trailing edge thrust curve；Based on two physical conditions of reservoir level and rainfall, by applying for water level fluctuation of reservoir and slip mass trailing edge thrust
Row Proper Match is added, the purpose of true simulation landslide external condition is realized, further realizes and pushed away under reservoir level cyclic fluctuation
Effective research of shifting formula Landslide Evolution process and deformation failure models.
Specific embodiment, is carried out using above-mentioned pilot system and method to reservoir area of Three Gorges Yichang City Zigui County horse man ditch landslide
Indoor physical model is tested.The slider bed and the ground composition of slip mass come down first according to horse man ditch in experiment, respectively to above-mentioned
The ground composition that slider bed 3 and simulation slip mass 4 are simulated in pilot system carries out similar material mixture, makes above-mentioned pilot system
Simulate slider bed 3 and simulation slip mass 4.
According on January 1,1 day to 2016 January in 2010, the reservoir level gathered data on horse man ditch landslide draws generation horse
The reservoir level periodic wave moving curve on family's ditch landslide, as shown in figure 4, from fig. 4, it can be seen that due to the operation of Three Gorges Reservoir, making
The fluctuation of reservoir level is changed using year as monocycle hold period, and variation tendency is：Reservoir level at the beginning of 12 months starts uniform descent, extremely
Terminate to decline at the beginning of 6 months next years；Then low water level is kept for 2 months；Just reservoir level starts at the uniform velocity to rise August, terminates to rise at the beginning of 11 months；
Then at the beginning of high water level is kept for 1 month to 12 months；The actual monocycle storehouse water that horse man ditch comes down can generally be dissolved according to this variation tendency
The position curve of cyclical fluctuations, as shown in Figure 5；The ratios such as the time shaft progress of actual monocycle water level fluctuation of reservoir curve by this horse man ditch landslide
Example compression, generate with 60 minutes be monocyclic horse man ditch landslide experiment monocycle water level fluctuation of reservoir curve, as shown in Figure 6；
Further according to the experiment multicycle reservoir level on experiment monocycle water level fluctuation of reservoir curve generation horse man's ditch landslide on this horse man ditch landslide
The curve of cyclical fluctuations, as shown in figure 11.
According on January 1,1 day to 2016 January in 2010, the rainfall gathered data of horse man ditch landslide location is painted
System generation horse man ditch come down location rainfall periodicity histogram, as shown in fig. 7, from figure 7 it can be seen that rainfall with
Year is the change of monocycle hold period, and rainfall focuses mostly at the beginning of first arrival in April 10 months, and this stage rainfall can account for annual total rainfall
The 60% to 90% of amount, therefore, actual period pluvial period monocycle come down at the beginning of making first arrival in April 10 months for horse man ditch, at the beginning of 1 month
To the actual monocycle brief rain period period at the beginning of 4 months and at the beginning of 1 month first arrival next year of October for horse man ditch landslide, as shown in Figure 8；By this
Actual period pluvial period monocycle and actual monocycle brief rain period period on horse man ditch landslide, by the reality with horse man ditch landslide
The time shaft compression factor identical ratio of border monocycle water level fluctuation of reservoir curve carries out equal proportion compression, and generation was with 60 minutes
Period pluvial period experiment monocycle and experiment brief rain period period monocycle on monocyclic horse man ditch landslide, as shown in Figure 9；
The rainfall and geological condition come down with reference to horse man ditch, is slided according to being simulated in practical experience order experiment period pluvial period monocycle
The trailing edge thrust of slopes at the uniform velocity increases by 400 newton, generates the experiment monocycle slip mass trailing edge thrust curve on horse man ditch landslide, such as
Shown in Figure 10；Superposition and this experiment monocycle slip mass trailing edge thrust curve further according to power, generation and the examination on horse man ditch landslide
Experiment multicycle slip mass trailing edge thrust curve of the multicycle water level fluctuation of reservoir curve with the horse man ditch landslide of period is tested, is such as schemed
Shown in 11.
The lifting of the water level of water reserve 5 is controlled using the water feed apparatus 6 and discharging device 7 of above-mentioned pilot system, and makes storage
The water level in pool 5 meets the experiment multicycle water level fluctuation of reservoir curve on horse man ditch landslide；Thrust using above-mentioned pilot system adds
The loading and holding of the progress thrust of trailing edge 42 for putting 8 pairs of simulation slip masses 4 are carried, and accords with the trailing edge thrust of simulation slip mass 4
Close the experiment multicycle slip mass trailing edge thrust curve on horse man ditch landslide；Above-mentioned pilot system simulation horse man ditch is utilized so as to realize
The landslide on landslide is developed.
Preferred embodiment of the present utility model is the foregoing is only, it is all in this practicality not to limit the utility model
Within new spirit and principle, any modification, equivalent substitution and improvements made etc. should be included in guarantor of the present utility model
Within the scope of shield.
Claims (8)
1. a kind of lower thrust load caused landslide physical model experiment system of storehouse water effect, it is characterised in that including U-type groove (1), the U
One end sealing of type groove (1), which is provided with baffle plate (2), the U-type groove (1), is provided with simulation slider bed (3), the simulation slider bed
(3) simulation slip mass (4) is provided with, and the slope table (41) for simulating slip mass (4) is towards the baffle plate (2), it is described U-shaped
Groove (1), baffle plate (2), simulation slider bed (3) and simulation slip mass (4) surround water reserve (5), and the water reserve (5) is connected with into water
Device (6) and discharging device (7)；Also include thrust loading device (8), the thrust loading device (8) is arranged at the simulation
The trailing edge (42) of slip mass (4).
2. a kind of storehouse water acts on lower thrust load caused landslide physical model experiment system according to claim 1, it is characterised in that institute
Stating water feed apparatus (6) includes the water inlet pipe (61) that is connected with the water reserve (5), and along being gradually distance from water reserve (5) direction
It is successively set on first flowmeter (62), the first regulating valve (63) and the first control valve (64) on the water inlet pipe (61).
3. a kind of storehouse water acts on lower thrust load caused landslide physical model experiment system according to claim 1, it is characterised in that institute
Stating discharging device (7) includes the outlet pipe (71) that is connected with the water reserve (5), and along being gradually distance from water reserve (5) direction
It is successively set on second flowmeter (72), the second regulating valve (73) and the second control valve (74) on the outlet pipe (71).
4. a kind of storehouse water acts on lower thrust load caused landslide physical model experiment system according to claim 1, it is characterised in that institute
Stating thrust loading device (8) includes load plate (81), load apparatus (82), counter-force contiguous block (83) and counter force wall (84)；It is described to add
Support plate (81) is arranged at the trailing edge (42) of the simulation slip mass (4), one end and the load plate of the load apparatus (82)
(81) connect, the other end is connected by the counter-force contiguous block (83) with the counter force wall (84).
5. a kind of storehouse water acts on lower thrust load caused landslide physical model experiment system according to claim 4, it is characterised in that institute
Load apparatus (82) is stated for electro-hydraulic loading instrument.
6. a kind of storehouse water acts on lower thrust load caused landslide physical model experiment system according to claim 4, it is characterised in that institute
Counter force wall (84) is stated to be fixedly installed vertically, the one side that the counter-force contiguous block (83) is connected with the load apparatus (82) with it is described
There is angle of inclination between counter force wall (84), and the size at the angle of inclination can adjust.
7. lower thrust load caused landslide physical model experiment system, its feature are acted on according to a kind of any storehouse water of claim 1 to 6
It is, the material of the baffle plate (2) is transparent toughened glass, and the U-type groove (1) is the steel plate of three faces one.
8. a kind of storehouse water acts on lower thrust load caused landslide physical model experiment system according to claim 7, it is characterised in that institute
State water feed apparatus (6) and discharging device (7) is connected to by welding manner on the side wall of the U-type groove (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720101096.XU CN206430888U (en) | 2017-01-24 | 2017-01-24 | A kind of lower thrust load caused landslide physical model experiment system of storehouse water effect |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720101096.XU CN206430888U (en) | 2017-01-24 | 2017-01-24 | A kind of lower thrust load caused landslide physical model experiment system of storehouse water effect |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106644386A (en) * | 2017-01-24 | 2017-05-10 | 中国地质大学（武汉） | Push type landslide physical model test system and push type landslide physical model test method under action of reservoir water |
| CN107991115A (en) * | 2017-11-23 | 2018-05-04 | 中国铁路总公司 | A kind of model assay systems and test method for studying high gradient slope pier footing stress deformation characteristic |
| CN108760549A (en) * | 2018-04-26 | 2018-11-06 | 四川大学 | The test system and test method of pipeline water flow wall surface towing stress effect in a kind of simulation Rock And Soil |
-
2017
- 2017-01-24 CN CN201720101096.XU patent/CN206430888U/en not_active Withdrawn - After Issue
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106644386A (en) * | 2017-01-24 | 2017-05-10 | 中国地质大学（武汉） | Push type landslide physical model test system and push type landslide physical model test method under action of reservoir water |
| CN107991115A (en) * | 2017-11-23 | 2018-05-04 | 中国铁路总公司 | A kind of model assay systems and test method for studying high gradient slope pier footing stress deformation characteristic |
| CN108760549A (en) * | 2018-04-26 | 2018-11-06 | 四川大学 | The test system and test method of pipeline water flow wall surface towing stress effect in a kind of simulation Rock And Soil |
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