CN105804094B - A kind of dangerous determination methods of rock landslip and its application - Google Patents
A kind of dangerous determination methods of rock landslip and its application Download PDFInfo
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
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Abstract
The invention discloses a kind of dangerous determination methods of rock landslip and its application, belongs to landslide control engineering technical field, it is characterised in that comprise the following steps：A, the basic terrain data for determining slip mass is surveyed and drawn by field investigation：Slip mass gradient α, come down bulk area A, slip mass upper side area Au, slip mass upper side gradient β, slip mass left surface area AL, slip mass left surface hypsography gradient θ1, slip mass right flank area AR, slip mass right flank hypsography gradient θ2；B, upper steep terrain factor U, both sides multi-stress C are calculated；C, terrain generalization Assessing parameters T is calculated again；D, the Hazard rank of rock landslip is divided.The influence of topography factor of the invention for considering rock landslip comprehensively, accurately divides rock landslip fatalness region in a manner of quantitative, greatly improves the dangerous accuracy judged of rock landslip, has good landslide early warning effect.
Description
Technical field
The present invention relates to the dangerous determination methods of landslide control engineering technical field, more particularly to a kind of rock landslip
And its application.
Background technology
Red beds is clastic deposited sediments stratum of the outward appearance using red as dominant hue, is distributed widely in the southwest, northwest, China in China
In and South China, wherein it is the Sichuan Basin to be distributed most wide, area is up to more than 260,000 square kilometres.Based on Red Bed is landslide easily hair
Area, often occurs numerous landslide disasters in rainy season, and the natural calamity that rock landslip, which is even more one of which, can not be ignored.Rock
Matter landslide is a kind of generation in mountain area or the natural phenomena of slope of highway.Rock landslip occur after, produce slip rock mass and its
The upper face soil body moves under hillside or roadside, becomes silted up and buries and impact Architectural Equipment, the highways such as neighbouring residenter house, factory
Deng causing greatly to destroy.
Rock landslip generally requires possess three conditions：One is advantageous for occurring the orographic condition of rock landslip；
Second, there is weak structural face in rock stratum, such as the siltized intercalation in sand-mud interbed；Third, abundant rainfall, rainwater are entered by crack
The generation of weak structural face and final induced landslide.These condition combined influences simultaneously determine the stability of slopes.Wherein, landform bar
Part includes to the influence factor of rock landslip：Ramp slope, slip mass upside steep slope topography and the slip mass folder of potential slip mass
Canyon topography among left and right.At present, research of the domestic and foreign scholars to the orographic condition for formation of coming down focuses primarily upon domatic
The research of the gradient, it is the simple data statistics to its distribution rule, does not further investigate its inherent mechanism.
Publication No. CN 104299367A, publication date are that the Chinese patent literature of on 01 21st, 2015 discloses one kind
Landslide disaster multistage comprehensive monitoring method for early warning, it is characterised in that it comprises the following steps：(1) number is monitored by historical record
According to Landslide Deformation damage model test, calculate landslide monitoring early warning threshold limit value；Determine to grind according to each index critical exponent
Study carefully the possibility whether area has landslide to occur；(2) if monitoring numerical value is more than critical value；According to each landslide occurrence index, it is determined that
Come down the possibility size that the place that may occur and landslide occur, and delimit early-warning and predicting grade；(3) level Four early warning and pre- is determined
Alert boundary region；(4) early warning result is issued, in combination with the precautionary areas mass presdiction and disaster prevention network system, directly notice monitors person liable,
Carry out and take precautions against natural calamities, keep away calamity preparation.
Landslide disaster multistage comprehensive monitoring method for early warning disclosed in the patent document is, it is necessary to which a large amount of history for generation of coming down are recorded
Monitoring Data is recorded, then by Landslide Deformation damage model test, calculates landslide monitoring early warning threshold limit value；Further according to each index
Critical exponent determines the possibility whether research area has landslide to occur, although the landslide factor of analysis is more, to influenceing landslide
Another key factor terrain factor analysis is very few, more without quantitative terrain factor computational methods, causes whole landslide early warning
Accuracy, it is not particularly suitable for the dangerous judgement of Based on Red Bed rock landslip.
The content of the invention
The present invention in order to overcome above-mentioned prior art the defects of, there is provided a kind of dangerous determination methods of rock landslip and its
Using comprehensively the present invention considers the influence of topography factor of rock landslip, and rock landslip danger is accurately divided in a manner of quantitative
Property region, greatly improve the dangerous accuracy judged of rock landslip, there is good landslide early warning effect.
The present invention is achieved through the following technical solutions：
The dangerous determination methods of a kind of rock landslip, it is characterised in that comprise the following steps：
A, the basic terrain data for determining slip mass is surveyed and drawn by field investigation：Slip mass gradient α, come down bulk area A, sliding
Slopes upper side area Au, slip mass upper side gradient β, slip mass left surface area AL, the slip mass left surface hypsography gradient
θ1, slip mass right flank area AR, slip mass right flank hypsography gradient θ2；
B, upper steep terrain factor U is calculated by formula 1, both sides multi-stress C is calculated by formula 2；
C, terrain generalization Assessing parameters T is calculated by formula 3；
T=tan (α)+1.5U+0.5C (formula 3)
D, the terrain generalization Assessing parameters T obtained by step c divides to the Hazard rank of rock landslip：Landform
Comprehensive distinguishing factor T values can effectively differentiate domatic danger, and T values are bigger, dangerous higher；On the contrary, T values are smaller, it is dangerous
It is lower；It is dangerous high as T ＞ 0.85；It is dangerous medium as 0.6 ＜ T≤0.85；It is dangerous as 0.35 ＜ T≤0.6
It is low；It is dangerous very low as T≤0.35.
In the step b, work as θ1When≤0, A is takenL=0；Work as θ2When≤0, A is takenR=0；As α >=β, U=0 is taken；
The present invention, judge suitable for the danger of Based on Red Bed rock landslip.
Further, it is of the invention, sentence suitable for the danger of the Based on Red Bed rock landslip of 15 °≤α≤40 ° of the slip mass gradient
It is disconnected.
Further, it is of the invention, suitable for the danger of the Based on Red Bed rock landslip of 0 °≤β≤85 ° of the slip mass upper side gradient
Dangerous judgement.
The principle of the present invention is as follows：
Upper steep lower slow landform is advantageous to rainwater and enters potential slip mass by slip mass top crack, and then causes rock stratum
The gradual saturation of Weak face simultaneously softens, and shearing strength is gradually reduced, and Weak face failure by shear locally occurs and produces shear crack, rain
Water, which constantly enters these cracks, makes its full water, and pore water pressure increases to form excess pore water pressure, and shear crack gradually extends company
Logical to form shear surface, weak surface intensity further reduces, and ultimately results in the local soil body because shear surface shearing strength is less than shear stress
And glided along slip band；The presence of intermediate recess landform makes whole potential slip mass be in concave slope landform, and slip mass surface is more sharp
In collecting more rainwater, beneficial to slip mass unstability.Free face is usually that slip mass cuts outlet port, and rain penetration enters the soil body
Along slope after lower formation shear surface, it is more easy to penetrate at free face to ooze out, and then cause slopes to glide.Therefore the gradient, upside are steep
Slope, intermediate recess landform, free face landform etc. can all play a role in landslide, but slip mass gradient α influence is maximum.
Slip mass gradient α, upper steep terrain factor U and both sides multi-stress C are fully incorporated in together by formula 3, synthetically consider ground
The effect of shape factor, embody each factor of influence correlation and importance.
Beneficial effects of the present invention are mainly manifested in following aspect：
First, it is of the invention, the basic terrain data for determining slip mass is surveyed and drawn by field investigation：Slip mass gradient α, slip mass
Area A, slip mass upper side area Au, slip mass upper side gradient β, slip mass left surface area AL, slip mass left surface landform
Unduation grade θ1, slip mass right flank area AR, slip mass right flank hypsography gradient θ2；Calculate again steep terrain factor U,
Both sides multi-stress C and terrain generalization Assessing parameters T, the danger finally by terrain generalization Assessing parameters T to rock landslip
Grade is divided：Terrain generalization Assessing parameters T values can effectively differentiate domatic danger, and T values are bigger, dangerous higher；Phase
Instead, T values are smaller, dangerous lower；It is dangerous high as T ＞ 0.85；It is dangerous medium as 0.6 ＜ T≤0.85；When 0.35
It is dangerous low during ＜ T≤0.6；It is dangerous very low as T≤0.35；Compared with prior art, by the gradient, upper steep orographic condition
It is fully incorporated in together with both sides orographic condition, the effect of orographic factor is synthetically considered, by studying orographic factor pair
The occurrence degree that comes down carries out internal mechanism research, establishes the easy hair computation model of Based on Red Bed rock landslip；With quantitative side
Formula accurately divides rock landslip fatalness region, greatly improves the dangerous accuracy judged of rock landslip, has good
Landslide early warning effect.
2nd, of the invention, T, tan (α), U, C are dimensionless group in formula 3, in Based on Red Bed, various rock landslip conditions
Under can use, there is stronger applicability.
3rd, it is of the invention, judge suitable for the danger of Based on Red Bed rock landslip, Based on Red Bed is landslide prone district,
Often occur numerous landslide disasters in rainy season, and the natural calamity that Based on Red Bed rock landslip, which is even more one of which, can not be ignored
Evil, by rock landslip danger determination methods of the present invention, can effectively reduce landslide disaster.
4th, it is of the invention, judge suitable for the dangerous of Based on Red Bed rock landslip of 15 °≤α≤40 ° of the slip mass gradient,
By measuring slip mass gradient α, and the terrain generalization Assessing parameters T being calculated by formula 3, domatic danger can be effectively differentiated
Property, when 15 °≤α≤40 ° of the slip mass gradient, be easy to it is stable and accurate mark off rock landslip fatalness region, improve landslide
Early warning effect.
5th, it is of the invention, suitable for the danger of the Based on Red Bed rock landslip of 0 °≤β≤85 ° of the slip mass upper side gradient
Judge, by measuring slip mass gradient α, and slip mass upper side gradient β, and by the upper steep landform that formula 1 is calculated because
Sub- U, due to the effect of rainfall infiltration, water source being provided for landslide, upper steep terrain factor U is the secondary inducement that landslide is formed, when
During 0 °≤β≤85 °, terrain generalization Assessing parameters T that convolution 3 is calculated can effectively differentiate domatic danger, further
Improve landslide early warning effect.
Brief description of the drawings
The present invention is described in further detail below in conjunction with specification drawings and specific embodiments, wherein：
Fig. 1 is orographic factor schematic diagram of the present invention；
Fig. 2 is Fig. 1 A-A diagrammatic cross-sections；
Fig. 3 is Fig. 1 B-B diagrammatic cross-sections；
Fig. 4 is the dangerous division figure of the honest town Feng Yi townshiies small watershed rock landslip in Sichuan Province Bazhong City Nanjiang County；
Wherein：Au, slip mass upper side area, A, landslide bulk area, AL, slip mass left surface area, AR, slip mass it is right
Lateralarea, F, free face, α, the slip mass gradient, β, the slip mass upper side gradient, θ1, slip mass left surface hypsography slope
Degree, θ2, the slip mass right flank hypsography gradient.
Embodiment
Embodiment 1
Referring to Fig. 1-Fig. 3, a kind of dangerous determination methods of rock landslip, comprise the following steps：
A, the basic terrain data for determining slip mass is surveyed and drawn by field investigation：Slip mass gradient α, come down bulk area A, sliding
Slopes upper side area Au, slip mass upper side gradient β, slip mass left surface area AL, the slip mass left surface hypsography gradient
θ1, slip mass right flank area AR, slip mass right flank hypsography gradient θ2；
B, upper steep terrain factor U is calculated by formula 1, both sides multi-stress C is calculated by formula 2；
C, terrain generalization Assessing parameters T is calculated by formula 3；
T=tan (α)+1.5U+0.5C (formula 3)
D, the terrain generalization Assessing parameters T obtained by step c divides to the Hazard rank of rock landslip：Landform
Comprehensive distinguishing factor T values can effectively differentiate domatic danger, and T values are bigger, dangerous higher；On the contrary, T values are smaller, it is dangerous
It is lower；It is dangerous high as T ＞ 0.85；It is dangerous medium as 0.6 ＜ T≤0.85；It is dangerous as 0.35 ＜ T≤0.6
It is low；It is dangerous very low as T≤0.35.
The present embodiment is most basic embodiment, and the basic terrain data for determining slip mass is surveyed and drawn by field investigation：
Slip mass gradient α, come down bulk area A, slip mass upper side area Au, slip mass upper side gradient β, slip mass left surface area
AL, slip mass left surface hypsography gradient θ1, slip mass right flank area AR, slip mass right flank hypsography gradient θ2；Again
Steep terrain factor U, both sides multi-stress C and terrain generalization Assessing parameters T in calculating, finally by terrain generalization Assessing parameters T
The Hazard rank of rock landslip is divided：Terrain generalization Assessing parameters T values can effectively differentiate domatic danger, and T values are got over
Greatly, it is dangerous higher；On the contrary, T values are smaller, it is dangerous lower；It is dangerous high as T ＞ 0.85；As 0.6 ＜ T≤0.85,
It is dangerous medium；It is dangerous low as 0.35 ＜ T≤0.6；It is dangerous very low as T≤0.35；Compared with prior art, will
The gradient, upper steep orographic condition and both sides orographic condition are fully incorporated in together, are synthetically considered the effect of orographic factor, are led to
Cross research orographic factor and internal mechanism research is carried out to landslide occurrence degree, the easy hair for establishing Based on Red Bed rock landslip calculates
Model；Rock landslip fatalness region is accurately divided in a manner of quantitative, greatly improves the dangerous judgement of rock landslip
Accuracy, there is good landslide early warning effect.
Embodiment 2
Referring to Fig. 1-Fig. 3, a kind of dangerous determination methods of rock landslip, comprise the following steps：
A, the basic terrain data for determining slip mass is surveyed and drawn by field investigation：Slip mass gradient α, come down bulk area A, sliding
Slopes upper side area Au, slip mass upper side gradient β, slip mass left surface area AL, the slip mass left surface hypsography gradient
θ1, slip mass right flank area AR, slip mass right flank hypsography gradient θ2；
B, upper steep terrain factor U is calculated by formula 1, both sides multi-stress C is calculated by formula 2；
C, terrain generalization Assessing parameters T is calculated by formula 3；
T=tan (α)+1.5U+0.5C (formula 3)
D, the terrain generalization Assessing parameters T obtained by step c divides to the Hazard rank of rock landslip：Landform
Comprehensive distinguishing factor T values can effectively differentiate domatic danger, and T values are bigger, dangerous higher；On the contrary, T values are smaller, it is dangerous
It is lower；It is dangerous high as T ＞ 0.85；It is dangerous medium as 0.6 ＜ T≤0.85；It is dangerous as 0.35 ＜ T≤0.6
It is low；It is dangerous very low as T≤0.35.
In the step b, work as θ1When≤0, A is takenL=0；Work as θ2When≤0, A is takenR=0；As α >=β, U=0 is taken；
The present embodiment is a better embodiment, and T, tan (α), U, C are dimensionless group in formula 3, in Based on Red Bed,
It can be used under the conditions of various rock landslips, there is stronger applicability.
Embodiment 3
Referring to Fig. 1-Fig. 3, a kind of dangerous determination methods of rock landslip, comprise the following steps：
A, the basic terrain data for determining slip mass is surveyed and drawn by field investigation：Slip mass gradient α, come down bulk area A, sliding
Slopes upper side area Au, slip mass upper side gradient β, slip mass left surface area AL, the slip mass left surface hypsography gradient
θ1, slip mass right flank area AR, slip mass right flank hypsography gradient θ2；
B, upper steep terrain factor U is calculated by formula 1, both sides multi-stress C is calculated by formula 2；
C, terrain generalization Assessing parameters T is calculated by formula 3；
T=tan (α)+1.5U+0.5C (formula 3)
D, the terrain generalization Assessing parameters T obtained by step c divides to the Hazard rank of rock landslip：Landform
Comprehensive distinguishing factor T values can effectively differentiate domatic danger, and T values are bigger, dangerous higher；On the contrary, T values are smaller, it is dangerous
It is lower；It is dangerous high as T ＞ 0.85；It is dangerous medium as 0.6 ＜ T≤0.85；It is dangerous as 0.35 ＜ T≤0.6
It is low；It is dangerous very low as T≤0.35.
In the step b, work as θ1When≤0, A is takenL=0；Work as θ2When≤0, A is takenR=0；As α >=β, U=0 is taken；
The present invention, judge suitable for the danger of Based on Red Bed rock landslip.
The present embodiment is another better embodiment, is judged suitable for the danger of Based on Red Bed rock landslip, red beds
Area is landslide prone district, and numerous landslide disasters often occurs in rainy season, and Based on Red Bed rock landslip is even more one of which
The natural calamity that can not be ignored, by rock landslip danger determination methods of the present invention, landslide disaster can be effectively reduced.
Embodiment 4
Referring to Fig. 1-Fig. 3, a kind of dangerous determination methods of rock landslip, comprise the following steps：
A, the basic terrain data for determining slip mass is surveyed and drawn by field investigation：Slip mass gradient α, come down bulk area A, sliding
Slopes upper side area Au, slip mass upper side gradient β, slip mass left surface area AL, the slip mass left surface hypsography gradient
θ1, slip mass right flank area AR, slip mass right flank hypsography gradient θ2；
B, upper steep terrain factor U is calculated by formula 1, both sides multi-stress C is calculated by formula 2；
C, terrain generalization Assessing parameters T is calculated by formula 3；
T=tan (α)+1.5U+0.5C (formula 3)
D, the terrain generalization Assessing parameters T obtained by step c divides to the Hazard rank of rock landslip：Landform
Comprehensive distinguishing factor T values can effectively differentiate domatic danger, and T values are bigger, dangerous higher；On the contrary, T values are smaller, it is dangerous
It is lower；It is dangerous high as T ＞ 0.85；It is dangerous medium as 0.6 ＜ T≤0.85；It is dangerous as 0.35 ＜ T≤0.6
It is low；It is dangerous very low as T≤0.35.
In the step b, work as θ1When≤0, A is takenL=0；Work as θ2When≤0, A is takenR=0；As α >=β, U=0 is taken；
Further, it is of the invention, sentence suitable for the danger of the Based on Red Bed rock landslip of 15 °≤α≤40 ° of the slip mass gradient
It is disconnected.
The present embodiment is another better embodiment, by measuring slip mass gradient α, and the ground being calculated by formula 3
Shape comprehensive distinguishing factor T, can effectively differentiate domatic danger, and when 15 °≤α≤40 ° of the slip mass gradient, it is stable accurate to be easy to
Mark off rock landslip fatalness region, improve landslide early warning effect.
Embodiment 5
Referring to Fig. 1-Fig. 3, a kind of dangerous determination methods of rock landslip, comprise the following steps：
A, the basic terrain data for determining slip mass is surveyed and drawn by field investigation：Slip mass gradient α, come down bulk area A, sliding
Slopes upper side area Au, slip mass upper side gradient β, slip mass left surface area AL, the slip mass left surface hypsography gradient
θ1, slip mass right flank area AR, slip mass right flank hypsography gradient θ2；
B, upper steep terrain factor U is calculated by formula 1, both sides multi-stress C is calculated by formula 2；
C, terrain generalization Assessing parameters T is calculated by formula 3；
T=tan (α)+1.5U+0.5C (formula 3)
D, the terrain generalization Assessing parameters T obtained by step c divides to the Hazard rank of rock landslip：Landform
Comprehensive distinguishing factor T values can effectively differentiate domatic danger, and T values are bigger, dangerous higher；On the contrary, T values are smaller, it is dangerous
It is lower；It is dangerous high as T ＞ 0.85；It is dangerous medium as 0.6 ＜ T≤0.85；It is dangerous as 0.35 ＜ T≤0.6
It is low；It is dangerous very low as T≤0.35.
In the step b, work as θ1When≤0, A is takenL=0；Work as θ2When≤0, A is takenR=0；As α >=β, U=0 is taken；
Further, it is of the invention, suitable for the danger of the Based on Red Bed rock landslip of 0 °≤β≤85 ° of the slip mass upper side gradient
Dangerous judgement.
The present embodiment is preferred forms, by measuring slip mass gradient α, and slip mass upper side gradient β, and is led to
The upper steep terrain factor U that formula 1 is calculated is crossed, because rainfall infiltration acts on, provides water source for landslide, upper steep terrain factor U is
Come down the secondary inducement formed, and when 0 °≤β≤85 °, terrain generalization Assessing parameters T that convolution 3 is calculated can be effectively
Differentiate domatic danger, further improve landslide early warning effect.
Rock matter of the present invention is verified below by way of the honest town Feng Yi townshiies small watershed rock landslip in Sichuan Province Bazhong City Nanjiang County
The dangerous determination methods on landslide：
Referring to Fig. 4, the basin is made up of the interaction such as verrucano, glutenite and mud stone, belongs to typical beded rock mass, rock stratum
Occurrence is mostly gentle.This area's average annual rainfall reaches 1058mm, may be come down when there is larger rainfall.
Using the present invention dangerous progress computation partition domatic to the basin hillside.
The domatic unit for participating in calculating includes choosing at the larger region 10 of terrain factor.Orographic factor referring to Fig. 1-Fig. 3,
Measure the slip mass gradient α of each zonule respectively first, then measure the landslide bulk area A of each zonule, each zonule
Slip mass upper side gradient β and slip mass upper side area Au, each zonule slip mass left surface area AL, slip mass
Right flank area ARWith corresponding slip mass left surface hypsography gradient θ1, slip mass right flank hypsography gradient θ2, by formula
1 calculates U, calculates C by formula 2, finally calculates terrain factor T by formula 3.The domatic orographic factor measured value in hillside and T at 10
Value calculated case, grade of risk and the situation that actually occurs on landslide measure referring to table 1, table 1 for the domatic orographic factor in hillside
Value, T values calculate and dangerous division table.
Table 1
According to the dangerous criteria for classifying：It is dangerous high as T ＞ 0.85；It is dangerous medium as 0.6 ＜ T≤0.85；
It is dangerous low as 0.35 ＜ T≤0.6；It is dangerous very low when T≤0.35.T values result of calculation is shown in table 1：It is potential at 10
It is dangerous very low at dangerous low region 5 at dangerous medium region 3 at dangerous high region 1 in slip mass
At region 1.
Contrast actually occurs situation, high domatic (referring to table 1 of all 1 danger：Numbering 7 it is domatic) there occurs cunning
Slope；Medium domatic of 3 danger, 3 all there occurs landslide (referring to table 1：Numbering 8,9 and 10 it is domatic)；5 danger are low
It is domatic, 2 there occurs landslide (referring to table 1：Numbering 5 and 6 it is domatic), 3 without occur landslide (referring to table 1：Numbering 1,3
With 4 it is domatic) and very low domatic (referring to table 1 of 1 danger：Numbering 2 it is domatic) without coming down.In summary, should
The dangerous accuracy judged of rock landslip is greatly improved with the method for the invention.
Claims (5)
1. the dangerous determination methods of a kind of rock landslip, it is characterised in that comprise the following steps：
A, the basic terrain data for determining slip mass is surveyed and drawn by field investigation：Slip mass gradient α, come down bulk area A, slip mass
Upper side area Au, slip mass upper side gradient β, slip mass left surface area AL, slip mass left surface hypsography gradient θ1,
Slip mass right flank area AR, slip mass right flank hypsography gradient θ2；
B, upper steep terrain factor U is calculated by formula 1, both sides multi-stress C is calculated by formula 2；
C, terrain generalization Assessing parameters T is calculated by formula 3；
T=tan (α)+1.5U+0.5C (formula 3)
D, the terrain generalization Assessing parameters T obtained by step c divides to the Hazard rank of rock landslip：As T ＞
It is dangerous high when 0.85；It is dangerous medium as 0.6 ＜ T≤0.85；It is dangerous low as 0.35 ＜ T≤0.6；When T≤
It is dangerous very low when 0.35.
A kind of 2. dangerous determination methods of rock landslip according to claim 1, it is characterised in that：In the step b,
Work as θ1When≤0, A is takenL=0；Work as θ2When≤0, A is takenR=0；As α >=β, U=0 is taken.
A kind of 3. application of the dangerous determination methods of rock landslip according to claim 1, it is characterised in that：It is applied to
The dangerous judgement of Based on Red Bed rock landslip.
A kind of 4. application of the dangerous determination methods of rock landslip according to claim 3, it is characterised in that：It is applied to
The dangerous judgement of the Based on Red Bed rock landslip of 15 °≤α≤40 ° of the slip mass gradient.
A kind of 5. application of the dangerous determination methods of rock landslip according to claim 3, it is characterised in that：It is applied to
The dangerous judgement of the Based on Red Bed rock landslip of 0 °≤β≤85 ° of the slip mass upper side gradient.
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| CN110346537B (en) * | 2019-07-11 | 2021-11-05 | 中国科学院、水利部成都山地灾害与环境研究所 | Method for judging potential rock landslide based on construction uplift land block and landform bulge |
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| JP4416698B2 (en) * | 2004-05-31 | 2010-02-17 | 財団法人砂防フロンティア整備推進機構 | Disaster prevention information management apparatus, disaster prevention information management program, and recording medium recording the disaster prevention information management program |
| CN104299367B (en) * | 2014-10-23 | 2017-04-05 | 中国科学院、水利部成都山地灾害与环境研究所 | A kind of multistage comprehensive monitoring method for early warning of landslide disaster |
| CN104805846B (en) * | 2015-04-24 | 2016-09-07 | 成都理工大学 | The dangerous division methods of a kind of shallow top layer landslide o earth slope and application |
| CN105160165B (en) * | 2015-08-25 | 2017-11-21 | 成都理工大学 | A kind of strain softening type slope dynamic stability evaluation method |
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2016
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