CN107797138A - The improvement of forecast precision influence factor and optimization method in a kind of advance geologic prediction - Google Patents

The improvement of forecast precision influence factor and optimization method in a kind of advance geologic prediction Download PDF

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Publication number
CN107797138A
CN107797138A CN201710976602.4A CN201710976602A CN107797138A CN 107797138 A CN107797138 A CN 107797138A CN 201710976602 A CN201710976602 A CN 201710976602A CN 107797138 A CN107797138 A CN 107797138A
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optimization
tunnel
data
improvement
influence factor
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米健
梅伟
王建林
周云
楚建伟
沈晓
杨绍良
陈兴聪
王红伟
李少飞
李靖
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YUNNAN PROVINCE WATER RESOURCES AND HYDROPOWER SURVEY AND DESIGN INSTITUTE
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YUNNAN PROVINCE WATER RESOURCES AND HYDROPOWER SURVEY AND DESIGN INSTITUTE
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    • GPHYSICS
    • G01MEASURING; TESTING
    • G01VGEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS; TAGS
    • G01V1/00Seismology; Seismic or acoustic prospecting or detecting
    • G01V1/01Measuring or predicting earthquakes
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01VGEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS; TAGS
    • G01V1/00Seismology; Seismic or acoustic prospecting or detecting
    • G01V1/28Processing seismic data, e.g. for interpretation or for event detection
    • G01V1/30Analysis
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01VGEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS; TAGS
    • G01V2210/00Details of seismic processing or analysis
    • G01V2210/10Aspects of acoustic signal generation or detection
    • G01V2210/12Signal generation
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01VGEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS; TAGS
    • G01V2210/00Details of seismic processing or analysis
    • G01V2210/10Aspects of acoustic signal generation or detection
    • G01V2210/16Survey configurations
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01VGEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS; TAGS
    • G01V2210/00Details of seismic processing or analysis
    • G01V2210/60Analysis
    • G01V2210/61Analysis by combining or comparing a seismic data set with other data
    • G01V2210/612Previously recorded data, e.g. time-lapse or 4D

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  • Physics & Mathematics (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Remote Sensing (AREA)
  • Acoustics & Sound (AREA)
  • Environmental & Geological Engineering (AREA)
  • Geology (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • General Physics & Mathematics (AREA)
  • Geophysics (AREA)
  • Geophysics And Detection Of Objects (AREA)

Abstract

The invention belongs to geologic prediction technical field, discloses the improvement of forecast precision influence factor and optimization method in a kind of advance geologic prediction, including:The optimization of measuring coordinate, the optimization of explosive source, the optimization of arrangement parameter, the optimization of data interpretation.Measurement geodetic coordinates is changed to relative coordinate;Choose 4.54kg sledgehammer explosive source;In seismic data gatherer process, stop the construction activities in tunnel;Offset distance takes 15m~20m, focus spacing to take 2.0m;Form geology physical prospecting comprehensive forecasting method.The above-mentioned improvement and optimization of the present invention not only increase the practicality of TRT advance geologic predictions, have saved the plenty of time, and can obtain better seismic data, obtain accurate advance geologic prediction achievement.

Description

The improvement of forecast precision influence factor and optimization method in a kind of advance geologic prediction
Technical field
The invention belongs to forecast precision influence factor in geologic prediction technical field, more particularly to a kind of advance geologic prediction Improvement and optimization method.
Background technology
In recent years, as country all exists to a large amount of inputs, hydraulic engineering, highway engineering, railway engineering etc. of infrastructure The development advanced by leaps and bounds.Substantial amounts of tunnel engineering is emerged in large numbers in the process of construction of these infrastructure, due to constructing early stage Matter survey is limited by exploratory techniques, prospecting funds, it is difficult to which geological disaster may be occurred exactly by predicting in tunnel construction Position, property and scale, with the progressively development of tunnel construction, water burst, prominent mud, cave in, the Frequent Accidents such as water environmental impact, Therefore, it is very necessary that advance geologic prediction is carried out in inrush during tunneling.
TRT technologies application seismic wave prospecting technique studies reservoir stress release phenomenon and earth formation scanning imagery, On focus, focus is used as using hammering, makes exploration cost more and more lower, operation is more and more convenient;On software, it is successfully realized The leap of 3D imagings is imaged onto by 2D so that it is more accurate, comprehensive, directly perceived that exploration result is shown.Therefore, TRT technologies emerge Greatly advance tunnel Geological Prediction Technology.
Traditional measuring coordinate is geodetic coordinates, measure traverse line need to be drawn from hole external pelivimetry control point in hole, measurement process Complexity, it is not only time-consuming, laborious, and also measurement data is less directly perceived, it is difficult to live debugging.Various construction activities in tunnel be present, The vibrations of construction equipment cause greatly to disturb to seismic wave data acquisition.Conventional offset away from focus and detector interval 10m ~20m, when offset distance selects not at that time, easily to be disturbed by focus, some interference signals such as face ripple can be made to compare development in addition; Conventional seismic source spacing is 1~2m, due to tunnel particular surroundings limit, when focus spacing select it is improper, prediction error can be increased. Traditional data interpretation methods are that physical prospecting professional and technical personnel is interpreted according to advance geologic prediction result map picture, due to physical prospecting Professional and technical personnel generally lacks necessary understanding and grasping to tunnel front geological condition, during data interpretation, occurs Fail to judge, judge by accident and can hardly be avoided.In a word, during carrying out advance geologic prediction using TRT, due to complex operation, cumbersome, by the external world Factor interference is big, and tunnel advance geologic prediction effect is often not ideal, and the advantage of TRT technologies is difficult to bring into play.
The content of the invention
To solve the problems, such as that prior art is present, it is an object of the invention to provide essence is forecast in a kind of advance geologic prediction Spend improvement and the optimization method of influence factor.
The present invention is achieved in that
The improvement of forecast precision influence factor and optimization method in a kind of advance geologic prediction, in the advance geologic prediction The improvement of forecast precision influence factor and optimization method include:The optimization of measuring coordinate, the optimization of explosive source, arrangement parameter Optimization, the optimization of data interpretation;
The optimization of the measuring coordinate includes:The geodetic coordinates of measurement sensor point and focal point is changed to measure each point Relative coordinate, traditional TRT coordinate datas require measurement each point geodetic coordinates, it is desirable to from hole external pelivimetry datum mark pilot measurement line to Measured zone in tunnel, measurement process is cumbersome, and measurement data is not directly perceived, after optimization, it is only necessary to measures the relative of each point Coordinate, the preferable position leveling measuring apparatus of sighting condition can measure near measured zone, and measuring coordinate is straight See, can scene carry out the correctness of check measurement data, each measurement data can save 1 hour;
The optimization of the explosive source includes:Explosive source;Stop the construction activities in tunnel first, close applying in hole Work plant equipment, reduces the generation of interfering noise from source, then selects suitable sledgehammer hammering hole wall explosive source, ground Seismic wave passes to sensor by hole wall, and the data wire by being connected with sensor is delivered to TRT data acquisition modules, finally Collect seismic data;
The optimization of the arrangement parameter includes:Offset distance takes 15~20m, and the offset distance of TRT arrangements is usually 10~20m, During experiment, it is that 10~15m, 15~20m are contrasted to choose offset distance respectively, and offset distance during 15~20m by obtaining Seismic data more preferably, focus spacing is:Max (△ x)=vT/2, in formula:Max (△ x) is maximum focus spacing, and v is Seismic wave apparent velocity, T are apparent cycle;
The optimization of the data interpretation includes:By collecting the areal geology data of tunnel, hydrogeologic data, early stage are surveyed The geological condition of achievement and tunnel excavation hole section is examined, carries out tunnel geological mapping, based on existing geologic information, with reference to geology point Analysis method is analyzed tunnel, can tentatively judge the geological condition in front of tunnel, and predicts work that may be present in front of tunnel Journey geological problem, by TRT data acquisitions and data processing, intuitively tunnel advance geologic prediction result map picture can be obtained, led to The analysis to result map picture is crossed, image abnormity zone position and scale existing in front of tunnel are can determine whether out, with reference to geology analytic approach Analytical conclusions, image may finally accurately be interpreted, representated by image abnormity area existing in front of accurate judgement tunnel Geologic body type and its position, scale and character, and propose the engineering treatment that gears to actual circumstances.
Further, the measurement sensor point is 10, and focal point is 12;The geodetic coordinates of 22 need measurements altogether.
Further, in the optimization of the explosive source, using 4.54kg sledgehammer explosive source.
Further, in the optimization of the arrangement parameter, focus spacing takes 2.0m;
Another object of the present invention is to the improvement of forecast precision influence factor in a kind of advance geologic prediction of offer and Optimization system.
The present invention has the advantage that and positive method is:Geodetic coordinates is changed to relative coordinate, measurement process is simple, easy OK, measurement data is directly perceived, can be with the correctness of site inspection measurement data, and each measuring coordinate can save 1 hour;Choose 4.54kg (10 pounds) sledgehammer explosive source, in practice it has proved that compared to the effect of the sledgehammer explosive source collection signal using other specifications Fruit is optimal, and practical is most strong;In seismic data gatherer process, stop the construction activities in tunnel as far as possible, particularly Strong elastic wave interference noise caused by air drill, mixer etc., the generation of interference noise can be reduced from source;Practice card Bright to take offset distance be 15~20m, focus spacing is that 2.0m is tested, and the seismic data quality of acquisition is good;Geology Technical staff reconnoitres data early stage by survey region geologic information and tunnel, and the geological record money of hole section has been excavated with reference to tunnel Material, it is preliminary to grasp Main Engineering Geological Problems existing in front of tunnel, physical prospecting professional and technical personnel carry out on-site data gathering and Data processing, reliable TRT result maps picture is obtained, existing geology, Use of Geophysical Data, common ginseng are integrated by geology and physical prospecting personnel Worked with TRT data interpretation, form the geology physical prospecting comprehensive forecasting method that geological analysis method is combined with geophysical prospecting, Ke Yizhun Really unfavorable geology body position, scale and the character in front of forecast tunnel, and propose to suit the actual project treatment suggestion of engineering.
Brief description of the drawings
Fig. 1 is the optimization method flow chart of measuring coordinate provided in an embodiment of the present invention;
Fig. 2 is the optimization method flow chart of explosive source provided in an embodiment of the present invention.
Embodiment
In order to make the purpose , technical scheme and advantage of the present invention be clearer, with reference to embodiments, to the present invention It is further elaborated.It should be appreciated that the specific embodiments described herein are merely illustrative of the present invention, it is not used to Limit the present invention.
The improvement of forecast precision influence factor and optimization method include in advance geologic prediction provided in an embodiment of the present invention: The optimization of measuring coordinate, the optimization of explosive source, the optimization of arrangement parameter, the optimization of data interpretation.
The optimization of the measuring coordinate includes:The geodetic coordinates of measurement sensor point and focal point is changed to measure each point Relative coordinate;
The optimization of the explosive source includes:Explosive source;Gather seismic data;
The optimization of the arrangement parameter includes:Offset distance takes 15m~20m, and focus spacing is:Max (△ x)=vT/2, In formula:Max (△ x) is maximum focus spacing, and v is seismic wave apparent velocity, and T is apparent cycle;
The optimization of the data interpretation includes:By collecting the areal geology data of tunnel, hydrogeologic data, early stage are surveyed The geological condition of achievement and tunnel excavation hole section is examined, tunnel geological mapping is carried out, tentatively judges the geological condition in front of tunnel, And engineering geological problems existing in front of tunnel are predicted, finally it is interpreted with reference to tunnel Geological Advanced Prediction result map picture.
With reference to concrete analysis, the invention will be further described.
The optimization of the measuring coordinate includes:The geodetic coordinates of measurement sensor point and focal point is changed to measure each point Relative coordinate, traditional TRT coordinate datas require measurement each point geodetic coordinates, it is desirable to from hole external pelivimetry datum mark pilot measurement line to Measured zone in tunnel, measurement process is cumbersome, and measurement data is not directly perceived, after optimization, it is only necessary to measures the relative of each point Coordinate, the preferable position leveling measuring apparatus of sighting condition can measure near measured zone, and measuring coordinate is straight See, can scene carry out the correctness of check measurement data, each measurement data can save 1 hour;
The optimization of the explosive source includes:Explosive source;Stop the construction activities in tunnel first, close applying in hole Work plant equipment, reduces the generation of interfering noise from source, then selects suitable sledgehammer hammering hole wall explosive source, ground Seismic wave passes to sensor by hole wall, and the data wire by being connected with sensor is delivered to TRT data acquisition modules, finally Collect seismic data;
The optimization of the arrangement parameter includes:Offset distance takes 15~20m, and the offset distance of TRT arrangements is usually 10~20m, During experiment, it is that 10~15m, 15~20m are contrasted to choose offset distance respectively, and offset distance during 15~20m by obtaining Seismic data more preferably, focus spacing is:Max (△ x)=vT/2, in formula:Max (△ x) is maximum focus spacing, and v is Seismic wave apparent velocity, T are apparent cycle;
The optimization of the data interpretation includes:By collecting the areal geology data of tunnel, hydrogeologic data, early stage are surveyed The geological condition of achievement and tunnel excavation hole section is examined, carries out tunnel geological mapping, based on existing geologic information, with reference to geology point Analysis method is analyzed tunnel, can tentatively judge the geological condition in front of tunnel, and predicts work that may be present in front of tunnel Journey geological problem, by TRT data acquisitions and data processing, intuitively tunnel advance geologic prediction result map picture can be obtained, led to The analysis to result map picture is crossed, image abnormity zone position and scale existing in front of tunnel are can determine whether out, with reference to geology analytic approach Analytical conclusions, image may finally accurately be interpreted, representated by image abnormity area existing in front of accurate judgement tunnel Geologic body type and its position, scale and character, and propose the engineering treatment that gears to actual circumstances.
The invention will be further described below in conjunction with the accompanying drawings.
As shown in figure 1, the optimization method of measuring coordinate provided in an embodiment of the present invention includes:
S101, by the geodetic coordinates of measurement sensor point and focal point be changed to measure each point relative coordinate;
When S102, each sensor points of measurement and focal point relative coordinate, it is good that total powerstation need to be placed in sighting condition in hole Position;
S103, leveling total powerstation can measure.
As shown in Fig. 2 as the preferred embodiments of the present invention, the optimization method of the explosive source includes:
S201, the sledgehammer explosive source for choosing 4.54kg;
S202, in seismic data gatherer process, stop tunnel in construction activities, by making an uproar in data acquisition Sound interference is minimized.
As the preferred embodiments of the present invention, the optimization of the arrangement parameter includes:The focus of offset distance takes with wave detector 15m~20m, focus spacing take 2.0m.
As the preferred embodiments of the present invention, the optimization of the data interpretation includes:Geological technique personnel and geophysical prospecting technology Personnel participate in data interpretation jointly, by collect the areal geology data of tunnel, hydrogeologic data, investigation result early stage and The geological condition of tunnel excavation hole section, tunnel geological mapping is carried out if necessary, tentatively judges the geological condition in front of tunnel, and in advance Engineering geological problems that may be present in front of tunnel are surveyed, are finally interpreted with reference to tunnel Geological Advanced Prediction result map picture.
With reference to specific embodiment, the invention will be further described.
The improvement of forecast precision influence factor and optimization method include in advance geologic prediction provided in an embodiment of the present invention:
1st, the optimization of measuring coordinate
According to sensor points and the needs of focus point location, traditional TRT advance geologic predictions require measurement sensor point With the geodetic coordinates of focal point, measurement is accurate within 10cm.TRT advanced geology prediction systems share 10 sensor points and 12 Individual focal point, geodetic coordinates need to be measured by adding up 22 points.Measurement geodetic coordinates need to draw from hole external pelivimetry control point measure traverse line to In hole, measurement process is complicated, and needs take a substantial amount of time and energy.
According to the characteristics of TRT execute-in-places and the needs of tunnel seimic wave velocity model are established, are thought, in reality In operating process, the requirement of TRT advance geologic predictions can be met by measuring the relative coordinate of each point, i.e., by measurement sensor point with The geodetic coordinates of focal point is changed to measure the relative coordinate of each point.Total powerstation is placed in the preferable position of sighting condition in hole, adjusted Flat total powerstation is measurable relative coordinate, and therefore, after geodetic coordinates is changed into relative coordinate, measurement process is simple, easy, measurement Data are directly perceived, not only can be with the correctness of site inspection measurement data, and measuring coordinate can save about 1 hour every time.
2nd, the optimization of explosive source
2.1 seismic source energy
In tunnel seismic prospecting, in order to collect required seismic wave information, a variety of focus can be selected, no By which kind of focus used, being required to focus has:1. the source wavelet of epicenter excitation should have the uniformity of height;2. focus There should be certain energy;3. the frequency spectrum that focus is excited should be as far as possible wide.
For different lithology, the decay of energy it is also different, velocity of wave is propagated fast in the good rock of integrality Energy attenuation is small, and depth of exploration is larger, and the slow energy attenuation of velocity of wave propagation is big in highly weathered rock and sandy soil layer, depth of exploration It is limited.
TRT advanced geology prediction systems are using hammering focus, and in general, hammering focus can reach a depth of exploration 100m left sides The right side, maximum can reach 200m in the case of wall rock condition is preferable.
Currently used hammering focus has 8.16kg (18 pounds), 5.44kg (12 pounds), 4.54kg (10 pounds), 2.72kg (6 Pound) four kinds of sledgehammer explosive sources.The excitation energy of 8.16kg (18 pounds) iron hammer is most strong in the hammering focus of this 4 kinds of weight , but due to sledgehammer weight it is excessive after, a part of country rock is smashed or deformed, and hammering energy is absorbed by rock, causes energy to decline Subtract it is very fast, and when sledgehammer weight is excessive, manually brandish sledgehammer hammer it is relatively elaborate;When reducing sledgehammer weight, excite Energy decreases.Therefore, the sledgehammer for choosing 4.54kg (10 pounds) taps complete palisades explosive source, in practice it has proved that chooses 4.54kg (10 pounds) sledgehammer explosive source works well.
2.2 reduce interference noise
TRT advanced geology prediction systems are using hammering epicenter excitation elastic wave, relative to the advance geologic prediction equipment such as TSP Using dynamite source, the elastic wave energy excited is relatively small, it is desirable to which sensor will have higher sensitivity.Tunnel construction scene Generally there are a variety of construction equipments to be currently running, it is possible to different interference noises is produced, in order to reduce the generation of interference noise, In seismic data gatherer process, stop the construction activities in tunnel as far as possible, particularly caused by air drill, mixer etc. strongly Elastic wave interference noise.
3rd, the optimization of arrangement parameter
3.1 smallest offsets away from
Smallest offset away from referring to distance of the geophone station to nearest focus, smallest offset away from design be different from surface seismic Exploration, i.e., to receive P ripples (compressional wave) will also receive S ripples (shear wave).Therefore, on the basis of compressional wave effectively receives, to swash Hair reception energy is sufficiently strong, has the converted shear wave of certain resolution capability, and the generation of converted shear wave is only when P ripples are illegal During line incidence, and only when incidence angle is more than certain angle, just there is sufficiently strong converted shear wave to produce, here it is so-called horizontal stroke Window during ripple.
Offset distance is an important parameter, if parameter selection is suitable, can reducing introducing as far as possible, other are dry Signal (such as face ripple, sound wave, focus interference) is disturbed, if parameter selection is too small, is easily disturbed by focus, face ripple can be made in addition Compare development Deng some interference signals;If parameter selection is too big, reflected energy can be weakened, so as to influence the quality of data.Make In, it need to be carried out according to actual conditions and tested, smallest offset is away from typically taking 10~20m.
Focal point range sensor is near, and because through wave energy is larger, reflected signal is strong, has compacting to make to low-resistance antinoise signal With, after keeping a determining deviation, Low ESR positive effect.Due to the harm geological structures such as detection goaf, weak band, more concerns Low ESR is abnormal, between 15~20m of focus and wave detector holding.
3.2 focus spacing
Select focus spacing should be can reliably recognize the same phase of same significant wave as principle in earthquake record.Energy It is no reliably to recognize same phase, the time difference △ t that significant wave caused by earthquake adjacent sources reaches wave detector is depended mainly on, The annoyance level of the apparent cycle of recorded significant wave and other ripples to significant wave.If apparent cycle of the significant wave on stratigraphic record For T, then the basic principle of focus spacing △ x selections should make the half that time △ t is less than apparent cycle T, i.e. △ t < T/2.So Just the same phase of significant wave can reliably be recognized., whereas if △ t > T/2, it is likely that cause phase-contrast mistake, i.e., It is possible to different phases to misdeem.
Consider earthquake significant wave apparent velocity, focus spacing is generally set to max (△ x)=vT/2 to greatest extent, in formula: Max (△ x) is maximum focus spacing, and v is seismic wave apparent velocity, and T is apparent cycle.
Therefore, the selection in exploration to focus spacing should meet requirements above, suppress the appearance of space aliasing, focus Spacing selection is the smaller the better.
In actually exploring, focus spacing is also an important parameter, because the particular surroundings of tunnel limits, such as The selection of fruit parameter is too small, can increase error, omit some information;If parameter selection is too big, in addition to it can influence to receive energy, also Space aliasing can be produced, it is necessary to be determined with reference to concrete conditions such as tunnel excavation, rock properties.
It is that 2.0m is tested to choose focus spacing, practice have shown that the seismic data matter that focus spacing obtains when being 2.0m Amount is good.
4th, the optimization of data interpretation
The work of tunnel advance geologic prediction is not simple Geophysical Work, but what Geophysical Work was combined with geological work One comprehensive sex work.Adhere to the advance geologic prediction principle of " based on geology, geology physical prospecting is combined ", TRT three-dimensionals into As the achievement data interpretation of figure will be edited and recorded, hole internal pressure (note) water tries based on early stage geological mapping data according to drilling core The geological mapping profile of the data such as achievement, borehole sonic, survey region geologic information and tunnel is tested, with reference to face in tunnel Geological record data, the data interpretation for participating in TRT three-dimensional imaging figures jointly by geology and physical prospecting personnel works, and geology and physical prospecting Personnel all should possess quite abundant engineering experience.Form the geology physical prospecting total score that geological analysis method is combined with geophysical prospecting Analysis method, it can propose to suit the actual engineering department of engineering with unfavorable geology body position, scale and the character in front of accurate forecast tunnel Reason is suggested.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all essences in the present invention All any modification, equivalent and improvement made within refreshing and principle etc., should be included in the scope of the protection.

Claims (7)

1. the improvement of forecast precision influence factor and optimization method in a kind of advance geologic prediction, it is characterised in that described advanced The improvement of forecast precision influence factor and optimization method include in geologic prediction:The optimization of measuring coordinate, the optimization of explosive source, The optimization of arrangement parameter, the optimization of data interpretation;
The optimization of the measuring coordinate includes:The geodetic coordinates of measurement sensor point and focal point is changed to measure the relative of each point Coordinate;
The optimization of the explosive source includes:Explosive source;Gather seismic data;
The optimization of the arrangement parameter includes:Offset distance takes 15m~20m, and focus spacing is:Max (△ x)=vT/2, in formula: Max (△ x) is maximum focus spacing, and v is seismic wave apparent velocity, and T is apparent cycle;
The optimization of the data interpretation includes:By collect the areal geology data of tunnel, hydrogeologic data, prospecting early stage into Fruit and the geological condition of tunnel excavation hole section, tunnel geological mapping is carried out, tentatively judges the geological condition in front of tunnel, and in advance Engineering geological problems existing in front of tunnel are surveyed, are finally interpreted with reference to tunnel Geological Advanced Prediction result map picture.
2. the improvement of forecast precision influence factor and optimization method in advance geologic prediction as claimed in claim 1, its feature It is,
The optimization of the explosive source includes:Explosive source;Stop the construction activities in tunnel, the construction machine closed in hole first Tool equipment;Then hole wall explosive source is hammered, TRT data acquisition modules are delivered to by the data wire being connected with sensor, most Seismic data is collected eventually.
3. the improvement of forecast precision influence factor and optimization method in advance geologic prediction as claimed in claim 1, its feature It is,
The optimization of the data interpretation includes:By collect the areal geology data of tunnel, hydrogeologic data, prospecting early stage into Fruit and the geological condition of tunnel excavation hole section, carry out tunnel geological mapping;Tunnel is analyzed with reference to geology analytic approach, just Step judges the geological condition in front of tunnel, and predicts engineering geological problems existing in front of tunnel;By TRT data acquisitions and Data processing, obtain intuitively tunnel advance geologic prediction result map picture;By the analysis to result map picture, before judging tunnel Image abnormity zone position and scale existing for side;With reference to the analytical conclusions of geology analytic approach, finally image is accurately interpreted, Geologic body type and its image abnormity zone position, scale and property existing in front of accurate judgement tunnel representated by image abnormity area Shape, and propose engineering treatment.
4. the improvement of forecast precision influence factor and optimization method in advance geologic prediction as claimed in claim 1, its feature It is, the measurement sensor point is 10, and focal point is 12;The geodetic coordinates of 22 need measurements altogether.
5. the improvement of forecast precision influence factor and optimization method in advance geologic prediction as claimed in claim 1, its feature It is, in the optimization of the explosive source, using 4.54kg sledgehammer explosive source.
6. the improvement of forecast precision influence factor and optimization method in advance geologic prediction as claimed in claim 1, its feature It is, in the optimization of the arrangement parameter, focus spacing takes 2.0m.
7. it is a kind of as claimed in claim 1 in advance geologic prediction the improvement of forecast precision influence factor and optimization method it is advanced The improvement of forecast precision influence factor and optimization system in geologic prediction.
CN201710976602.4A 2017-10-19 2017-10-19 The improvement of forecast precision influence factor and optimization method in a kind of advance geologic prediction Pending CN107797138A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109002674A (en) * 2018-10-09 2018-12-14 浙江省水利水电勘测设计院 A kind of tunnel group construction speed emulation mode and system

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201110758Y (en) * 2007-07-02 2008-09-03 福州华虹智能科技开发有限公司 Mine laneway advanced detector
CN102495434A (en) * 2011-11-25 2012-06-13 成都畅达通地下工程科技发展有限公司 Advanced geological prediction method for underground engineering
CN102736124A (en) * 2012-06-14 2012-10-17 北京市市政工程研究院 Tunnel excavation surrounding rock dynamic refined classification method based on integrated parameters
CN103399357A (en) * 2013-08-01 2013-11-20 中国建筑第四工程局有限公司 Forecasting method and system for tunnel geology
CN104678427A (en) * 2015-03-11 2015-06-03 山东大学 Tunnel boring machine rock breaking seismic source three-dimensional seismic advanced detection device and method
CN103399354B (en) * 2013-08-01 2016-08-10 中国建筑第四工程局有限公司 The forecasting procedure of underground river tunnel geology
CN106772618A (en) * 2017-02-10 2017-05-31 中国电建集团成都勘测设计研究院有限公司 TRT test achievement decomposition methods based on GOCAD

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201110758Y (en) * 2007-07-02 2008-09-03 福州华虹智能科技开发有限公司 Mine laneway advanced detector
CN102495434A (en) * 2011-11-25 2012-06-13 成都畅达通地下工程科技发展有限公司 Advanced geological prediction method for underground engineering
CN102736124A (en) * 2012-06-14 2012-10-17 北京市市政工程研究院 Tunnel excavation surrounding rock dynamic refined classification method based on integrated parameters
CN103399357A (en) * 2013-08-01 2013-11-20 中国建筑第四工程局有限公司 Forecasting method and system for tunnel geology
CN103399354B (en) * 2013-08-01 2016-08-10 中国建筑第四工程局有限公司 The forecasting procedure of underground river tunnel geology
CN104678427A (en) * 2015-03-11 2015-06-03 山东大学 Tunnel boring machine rock breaking seismic source three-dimensional seismic advanced detection device and method
CN106772618A (en) * 2017-02-10 2017-05-31 中国电建集团成都勘测设计研究院有限公司 TRT test achievement decomposition methods based on GOCAD

Non-Patent Citations (4)

* Cited by examiner, † Cited by third party
Title
刘勇锋 等: ""地震波真反射层析成像超前预报布置参数优化"", 《中国安全生产科学技术》 *
利奕年 等: ""TRT隧道地质超前预报***的改进和优化"", 《第十一届中国科协年会论文集》 *
胡建华 等: ""基于TRT地震波反射成像的巷道超前地质预报"", 《黄金科学技术》 *
陶忠平 等: ""TRT6000隧道超前地质预报***在牛栏江-滇池补水工程中的应用"", 《资源环境与工程》 *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109002674A (en) * 2018-10-09 2018-12-14 浙江省水利水电勘测设计院 A kind of tunnel group construction speed emulation mode and system

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