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1.
Tunnel effect of fractal fault and transient S-wave velocity rupture (TSVR) of in-plane shear fault 总被引:1,自引:0,他引:1
ntroductionTransientSwavevelocityrupture(TSVR)meansthevelocityvoffaultruptureisbetweenSwavevelocityβandPwavevelocityα.Itse... 相似文献
2.
On the basis of fault’s dynamic model of Knopoffet al. (1973), this paper has finally obtained a simple approximate formula to be able to estimate the recurrence time intervalT
R
of earthquake on strike-slip fault. Preliminary result holds thatμ andδ
s
— δ
f
have not much effect onT
R
. Leta is the ratio of the coseismic displacementD
s
to the total displacementD
t
in whole event course, i.e.,a =D
s
/D
t
, thena = 1/3 may represent the standard theoretical state in whichT
R
is independent onμ andδ
s
— δ
f
. At this time,T
R
is the arithmetic average ofs
0/v andkd/β, wheres
0 is the long-term preseismic accumulated slippage,v is fault’s average displacement rate,d is the fracture length on the fault of seismic focal region andβ is shear wave velocity. In addition,k =υ
0/aυ, whereυ
0 is the initial fracture velocity of actual structure at the coseismic instant.
The Chinese version of this paper appeared in the Chinese edition ofActa Seismologica Sinica,14, 187–194, 1992.
This paper is a part of contracted item of State Seismological Bureau — Tectonic Physical Study of Earthquake Recurrence Period
and Characteristic Magnitude. 相似文献
3.
Starting with dislocation model, using the result of the fracture mechanics: the slip displacement at the crack tip is proportional
to the length of the crack and the applied ambient shear stressτ
0
2
, we consider the dislocation in the earthquake to be the slip displacement at the crack tip and have obtained the analysis
expresses of displacement and velocity pulse for the circular crack and have calculated the seismic wave energy radiated by
earthquake. The seismic wave energyE ∞M
0
τ
0
2
f(v)
r
, i. e.E is proportional to the seismic momentM
0 and the square of the ambient shear stressτ
0
2
and increases with the rupture velocityv
r
.
In frequency domain, integrating the square of source velocity spectrum derived from our the scaling law model, we have also
obtained the seismic wave energyE released by earthquake and earthquake radiated effficiencyη.E ∞M
0
τ
0
2
also. If takingτ
0 = 10.0 MPa, E=4.79M
0. This result is consistent with the estimate by Vassiliou and Kanamori (1982). Theη=5.26%. The distribution of the seismic wave energy is that most of the energy contains in the frequency range between the
first corner frequencyf
c1 and thirdf
c3, amount to 92.3% the energy in the rangef<f
c1 is about 3.85% and 3.85% whenf>f
c3. Thef
c3 is about 8Hz forM ⩾ 6, thus most of radiated energy is below 2Hz. This phenomenon had been verified by Vassiliou Kanamori.
Previous results show the energy radiated by earthquake to be strongly dependent on ambient shear stress.
The Chinese version of this paper appeared in the Chinese edition ofActa Seismologica Sinica,15, 146–152, 1993.
This work was supported by the Deutsche Forschungsgemeinschaft, Bonn, F. R. Germany. The support is grateful acknowledged.
The authors are also grateful to Professor Klussmann and Mr. Hasthoff for their lots of help. 相似文献
4.
Lateral load pattern in pushover analysis 总被引:9,自引:2,他引:7
The seismic capacity curves of three types of buildings including frame, frame-shear wall and shear wall obtained by pushover
analysis under different lateral load patterns are compared with those from nonlinear time history analysis. Based on the
numerical results obtained a two-phase load pattern; an inverted triangle (first mode) load pattern until the base shear force
reachesβ times its maximum value, Vmax, followed by a (x/H)α form, hereβ and α being some coefficients depending on the type of the structures considered, is proposed in the paper, which can provide
excellent approximation of the seismic capacity curve for low-to-mid-rise shear type buildings. Furthermore, it is shown both
the two-phase load pattern proposed and the invariant uniform pattern can be used for low-to-mid-rise shear-bending type and
low-rise bending type of buildings. No suitable load patterns have been found for high-rise buildings. 相似文献
5.
Application of grey correlation method to evaluate potential groundwater recharge sites 总被引:1,自引:1,他引:1
H. S. Gau C. Y. Hsieh C. W. Liu 《Stochastic Environmental Research and Risk Assessment (SERRA)》2006,20(6):407-421
Artificial recharge is a practical tool available for increasing the groundwater storage capacity. The efficiency of artificial recharge is related to various hydrogeological factors of the target area. In this study, a variable saturated groundwater flow model, FEMWATER, was used to evaluate the arrival times of recharged water that infiltrates from an artificial recharge pond to the groundwater table under various hydrogeological conditions. Forty-five arrival times were generated by FEMWATER. The relationships between the arrival times and hydrogeological factors used in the simulation of FEMWATER were analyzed by the grey correlation method. The results show the order of importance of the factors as they influence the arrival time. In order from high to low importance, they are α, D
g, θ e, D
p, K
S and β. D
g and D
p are interpreted as the potential for movement of the recharge water; θe is the water storage capacity of soil, and K
S represents the ability of soil to transport water. α and β describe the characteristic curve of the unsaturated soil. The method was applied to evaluate a suitable site for artificial recharge in the Yun-Lin area. Grey correlation analysis was performed to obtain the grey correlation grade using the minimum arrival time as a reference sequence. An index is proposed herein to determine the recharge efficiency of 20 sampling sites. A contour mapping of index values at the 20 sampling sites identified three areas for artificial aquifer recharge in Yun-Lin. Area A in the upper plain is considered more appropriate for groundwater recharge than areas B and C in the coast. 相似文献
6.
The clay-sand mixture model of Xu and White is shown to simulate observed relationships between S-wave velocity (or transit time), porosity and clay content. In general, neither S-wave velocity nor S-wave transit time is a linear function of porosity and clay content. For practical purposes, clay content is approximated by shale volume in well-log applications. In principle, the model can predict S-wave velocity from lithology and any pair of P-wave velocity, porosity and shale volume. Although the predictions should be the same if all measurements are error free, comparison of predictions with laboratory and logging measurements show that predictions using P-wave velocity are the most reliable. The robust relationship between S- and P-wave velocities is due to the fact that both are similarly affected by porosity, clay content and lithology. Moreover, errors in the measured P-wave velocity are normally smaller than those in porosity and shale volume, both of which are subject to errors introduced by imperfect models and imperfect parameters when estimated from logs. Because the model evaluates the bulk and shear moduli of the dry rock frame by a combination of Kuster and Toksöz’ theory and differential effective medium theory, using pore aspect ratios to characterize the compliances of the sand and clay components, the relationship between P- and S-wave velocities is explicit and consistent. Consequently the model sidesteps problems and assumptions that arise from the lack of knowledge of these moduli when applying Gassmann's theory to this relationship, making it a very flexible tool for investigating how the vP-vs relationship is affected by lithology, porosity, clay content and water saturation. Numerical results from the model are confirmed by laboratory and logging data and demonstrate, for example, how the presence of gas has a more pronounced effect on P-wave velocity in shaly sands than in less compliant cleaner sandstones. 相似文献
7.
Using the P-and S-wave arrivals from the 150 earthquakes distributed in Tibetan Plateau and its neighboring areas, recorded
by Tibetan seismic network, Sichuan seismic network, WWSSN and the mobile network situated in Tibetan Plateau, we have obtained
the average P-and S-wave velocity models of the crust and upper mantle for this region:
The Chinese version of this paper appeared in the Chinese edition ofActa Seismologica Sinica,14, Supp., 573–579, 1992. 相似文献
(1) | The crust of 70 km average thickness can be divided into two main layers: 16 km thick upper crust with P-wave velocity 5.55 km/s and S-wave velocity 3.25 km/s; and 54 km thick lower crust with P-wave velocity 6.52 km/s and S-wave velocity 3.76 km/s. |
(2) | The p-wave velocity at the upper most mantle is 7.97 km/s, and the S-wave 4.55 km/s. The low velocity layer in the upper mantle occurs approximately at 140 km deep with a thickness of about 55–62 km. The prominent velocity gradient beneath the LVZ is comparable to the gradient above it. |
8.
S-wave velocity structure in Tangshan earthquake region and its adjacent areas from joint inversion of receiver functions and surface wave dispersion* 下载免费PDF全文
Using the seismic records of 83 temporary and 17 permanent broadband seismic stations deployed in Tangshan earthquake region and its adjacent areas (39°N–41.5°N, 115.5°E–119.5°E), we conducted a nonlinear joint inversion of receiver functions and surface wave dispersion. We obtained some detailed information about the Tangshan earthquake region and its adjacent areas, including sedimentary thickness, Moho depth, and crustal and upper mantle S-wave velocity. Meanwhile, we also obtained the vP/vS structure along two sections across the Tangshan region. The results show that: (1) the Moho depth ranges from 30 km to 38 km, and it becomes shallower from Yanshan uplift area to North China basin; (2) the thickness of sedimentary layer ranges from 0 km to 3 km, and it thickens from Yanshan uplift region to North China basin; (3) the S-wave velocity structure shows that the velocity distribution of the upper crust has obvious correlation with the surface geological structure, while the velocity characteristics of the middle and lower crust are opposite to that of the upper crust. Compared with the upper crust, the heterogeneity of the middle and lower crust is more obvious; (4) the discontinuity of Moho on the two sides of Tangshan fault suggests that Tangshan fault cut the whole crust, and the low vS and high vP/vS beneath the Tangshan earthquake region may reflect the invasion of mantle thermal material through Tangshan fault. 相似文献
9.
Crust and uppermost mantle structure of the Ailaoshan-Red River fault from receiver function analysis 总被引:5,自引:1,他引:5
XU Mingjie WANG Liangshu LIU Jianhua ZHONG Kai LI Hua HU Dezhao XU Zhen 《中国科学D辑(英文版)》2006,49(10):1043-1052
S-wave velocity structure beneath the Ailaoshan-Red River fault was obtained from receiver functions by using teleseismic body wave records of broadband digital seismic stations. The average crustal thickness, Vp/Vs ratio and Poisson’s ratio were also estimated. The results indicate that the interface of crust and mantle beneath the Ailaoshan-Red River fault is not a sharp velocity discontinuity but a characteristic transition zone. The velocity increases relatively fast at the depth of Moho and then increases slowly in the uppermost mantle. The average crustal thickness across the fault is 36―37 km on the southwest side and 40―42 km on the northeast side, indicating that the fault cuts the crust. The relatively high Poisson’s ratio (0.26―0.28) of the crust implies a high content of mafic materials in the lower crust. Moreover, the lower crust with low velocity could be an ideal position for decoupling between the crust and upper mantle. 相似文献
10.
Alignmentsilkwormsasseismicanimalanomalousbehavior(SAAB)andelectromagneticmodelofafault:atheoryandlaboratoryexperimentMOTO... 相似文献
11.
Song-Yan Song Xue-Song Zhou Chun-Yong Wang Xian-Kang Zhang Jian-Li Song Yi Gong 《地震学报(英文版)》1997,10(1):15-25
On the basis of S wave information from Tai’an-Xinzhou DSS profile and with reference to the results from P-wave interpretation,
the 2-D structures, including S-wave velocity V
s, ratio γ between V
p and V
s; and Poisson’ s ratio σ, are calculated; the structural configuration of the profile is presented and the relevant inferences are drawn from the
above results. Upwarping mantle districts (V
s≈4.30 km/s) and sloping mantle districts (V
s≈4.50 km/s) of the profile with velocity difference about −4% at the top of upper mantle are divided according to the differences
of V
s, γ and σ in different media and structures, also with reference to the information of their neighbouring regions; the existence of
Niujiaqiao-Dongwang high-angle ultra-crustal fault zone is reaffirmed; the properties of low and high velocity blocks (zones)
including the crust-mantle transitionalzone and the boudary indicators of North China rift valley are discussed. A comprehensive
study is conducted on the relation of the interpretation results with earthquakes. It is concluded that the mantle upwarps,
thermal material upwells through the high-angle fault, the primary hypocenter was located at the crust-mantle juncture 30.0∼33.0
km deep, and additional stress excited the M
S=6.8 and M
S=7.2 earthquakes at specific locations around 9.0 km below Niujiaqiao-Dongwang, the earthquakes took place around the high-angle
ultra-crustal fault and centered in the brittle media and rock strata with low γ and low σ values.
This subject is part of the 85-907-02 key project during the “8th Five-Year Plan” from the State Science and Technology Commission. 相似文献
12.
JudgementandinterpretationofSwavedataontheBeijingFengzhenDSSprofileSONGYANSONG(宋松岩)XUESONGZHOU(周雪松)XIANKANGZHANG(张先康)SH... 相似文献
13.
I. B. Boikov M. V. Kravchenko V. I. Kryuchko 《Izvestiya Physics of the Solid Earth》2010,46(4):339-349
Numerical algorithms are suggested for reconstructing the potential field in the region Ω = {0 ≤ R
0 ≤ ρ ≤ R, 0 ≤ θ ≤ π, 0 ≤ φ ≤ 2π} from its values on the surface Γ1 = {R,0 ≤ α1 ≤ θ ≤ α2 ≤ π, 0 ≤ β1 ≤ φ ≤ β2 ≤ π}. 相似文献
14.
The pressure dependence of P- and S-wave velocities, velocity anisotropy, shear wave splitting and crack-porosity has been investigated in a number of samples from different crustal rock types for dry and wet (water saturated) conditions. At atmospheric pressure, P-wave velocities of the saturated, low-porosity rocks (< 1%) are significantly higher than in dry rocks, whereas the differences for S-wave velocities are less pronounced. The effect of intercrystalline fluids on seismic properties at increased pressure conditions is particularly reflected by the variation of the Poisson's ratio because P-wave velocities are more sensitive to fluids than S-wave velocities in the low-porosity rocks. Based on the experimental data, the respective crack-density parameter (), which is a measure of the number of flat cracks per volume unit contained within the background medium (crack-free matrix), has been calculated for dry and saturated conditions. There is a good correlation between the calculated crack-densities and crack-porosities derived from the experimentally determined volumetric strain curves. The shear wave velocity data, along with the shear wave polarisation referred to a orthogonal reference system, have been used to derive the spatial orientation of effective oriented cracks within a foliated biotite gneiss. The experimental data are in reasonable agreement with the self consistent model of O'Connell and Budiansky (1974). Taking the various lithologies into account, it is clear from the present study, that combined seismic measurements ofV
p
andV
s
, using theV
p
V
s
-ratio, may give evidence for fluids on grain boundaries and, in addition, may provide an estimate on the in-situ crack-densities. 相似文献
15.
A. S. Kirillov 《Geomagnetism and Aeronomy》2012,52(2):242-247
The paper presents a model of the kinetics of electronically excited O2(c1Σu−,v), O2(A′3Δu,v), O2(A3Σu+,v) molecules at heights of the lower thermosphere and mesosphere with allowance for electronic excitation transfer processes
during molecular collisions. The model is used to calculate the relative O2(A3Σu+,v) and O2(A′3Δu,v) populations at heights of 80–110 km. The calculated populations are compared with the available literature results on experimental
estimates, and good agreement is obtained. It is shown how the increase in the quenching rates of the considered states by
oxygen atoms affects the calculation results. 相似文献
16.
IntroductionVelocityanditsattenuationinformationiscloselylinkedwiththeoreticalstudiesonthegroundmovementsduringearthquake.Therecentstudy(Malagnini,1996)showedthatthevelocitystructureofshearwaveinshallowsoilabove30mplaysanimpoftantroletoestimatestfonggroundmotionofsite.However,itishardtopreciselymeasurethesoilstructuresanddynamiccharacteristics.First,theloosesoilabsorbstheseismicwaveswithhighfrequencies;Second,theeffectsoffocusinganddispersioncausedbylocallyinhomogeneoussitecannotbeneglectedin… 相似文献
17.
Jiazheng Qin 《地震学报(英文版)》1992,5(3):563-578
In the light of the single scattering model of coda originating from local earthquakes, and based on the aftershock coda registered
respectively at the 4 short period stations installed near the foci shortly after theM7.6 Lancang andM7.2 Gengma earthquakes, this paper has tentatively calculated the rate of amplitude attenuation and theQ
c-value of the coda in the Lancang and Gengma areas using a newly-founded synthetic determination method. Result of the study
shows the rate of coda amplitude attenuation demonstrates remarkable regional differences respectively in the southern and
northern areas. The southern area presents a faster attenuation (Q
c=114), whereas the northern area shows a slower attenuation (Q
c=231). The paper also discusses the reasons causing such differences. Result of the study also suggests a fairly good linear
relation between the coda source factorA
o(f) and the seismic moment and the magnitude. Using the earthquake scaling law, the following formulas can be derived: lgM
0=lgA
0(f)+17.6,M
D=0.67lgA
0(f)+1.21 and logM
0=1.5M
D+15.79. In addition, the rates of amplitude attenuationβ
s andβ
m are respectively calculated using the single scattering and multiple scattering models, and the ratioβ
s/βm=1.20−1.50 is found for the results respectively from the two models. Finally, the mean free pathL of the S-wave scattering in the southern and northern areas are determined to be 54 km and 122 km respectively by the relations
which can distinguish between the inherentQ
i and scatteringQ
s, testify to this areas having lowQ-values correspond to stronger scatterings.
The Chinese version of this paper appeared in the Chinese edition ofActa Seismologica Sinica,14, 71–82, 1992.
This study is partly supported by the Seismological Science Foundation of the State Seismological Bureau of China, and the
present English version of the paper is translated from its Chinese original by Wenyi Xia, Seismological Bureau of Yunnan
Province. 相似文献
18.
Calculation of the parameters of georesistivi-ty anisotropy and case history of earthquake precursors 总被引:4,自引:0,他引:4
Calculationoftheparametersofgeoresistivi┐tyanisotropyandcasehistoryofearthquakeprecursorsFU-YEQIAN1)(钱复业),YU-LINZHAO1)(赵玉林)a... 相似文献
19.
In this paper the relation between fault movement and stress state in deep crust is discussed, based on synthetic analysis
of the crustal stresses measured over the world and the concerned data of focal mechanism. Using Coulomb criterion for shear
failure and frictional slip, analytical expressions for estimating stabilities of intact rock and existing fault in the crust
and for identifying the type of faulting (normal, strike-slip or thrust fault) are derived. By defining the Failure FunctionF
m and the Fraction FunctionF
f, which may describe steadiness of crustal rock and existing fault, respectively, a synthetic model is set up to consider
both fracturing mechanism and the sliding mechanism. By this model, a method to study stability and unstable behavior of crustal
rock and fault at different depths is given.
According to the above model, quantitative study on the crustal stability in the North China plain is made in terms of the
measured data of hydraulic fracturing stress, pore-fluid pressure, terrestrical heat flow in this region. The functionsF
m andF
f and the shear stresses on faults with different strike angle and dip angle at various depths in this region are calculated.
In the calculation the constraint condition of fault movement obeys Byerlee’s Law, and the depth-dependent nonlinear change
in the vertical stress due to inhomogeneity of crustal density and the high anomalous pore-fluid pressure in deep crust of
this region are considered.
The conclusions are: the unstable behavior of the crust in the North China plain is not failure of crustal rock but slip on
existing fault; the depth range where stick-slip of fault may happen is about from 8 to 20 km or more; stability of steep
fault is lower than that of gentle sloping fault; the shear stresses in the range where may occur stick-slip are nearly horizontal;
the steep faults trending from NNE to NE in this region are liable to produce strong earthquakes, whose co-seismic faultings
are, for the most part, right lateral slip; the change in pore-fluid pressure in depth remarkably affects the stability of
the crust and the increase in pore-fluid pressure, therefore, would be an important factor exciting strong earthquake in this
region. The above theoretical inferences are consistent with the data measured in this region.
The Chinese version of this paper appeared in the Chinese edition ofActa Seismologia Sinica,13, 450–461, 1991.
This work is supported by Chinese Joint Seismological Science Foundation. 相似文献
20.
Teruo Yamashita 《Pure and Applied Geophysics》1990,132(3):545-568
The effect of randomly distributed cracks on the attenuation and dispersion ofSH waves is theoretically studied. If earthquake ruptures are caused by sudden coalescence of preexisting cracks, it will be crucial for earthquake prediction to monitor the temporal variation of the crack distribution. Our aim is to investigate how the property of crack distribution is reflected in the attenuation and dispersion of elastic waves.We introduce the stochastic property, in the mathematical analysis, for the distributions of crack location, crack size and crack orientation. The crack size distribution is assumed to be described by a power law probability density (p(a) a
– fora
minaa
max according to recent seismological and experimental knowledge, wherea is a half crack length and the range 13 is assumed. The distribution of crack location is assumed to be homogeneous for the sake of mathematical simplicity, and a low crack density is assumed. The stochastic property of each crack is assumed to be independent of that of the other cracks. We assume two models, that is, the aligned crack model and the randomly oriented crack model, for the distribution of crack orientation. All cracks are assumed to be aligned in the former model. The orientation of each crack is assumed to be random in the latter model, and the homogeneous distribution is assumed for the crack orientation. The idea of the mean wave formalism is employed in the analysis, and Foldy's approximation is assumed.We observe the following features common to both the aligned crack model and the randomly oriented crack model. The attenuation coefficientQ
–1 decays in proportion tok
–1 in the high frequency range and its growth is proportional tok
2 in the low frequency range, wherek is the intrinsic wave number. This asymptotic behavior is parameter-independent, too. The attenuation coefficientQ
–1 has a broader peak as increases and/ora
min/a
max decreases. The nondimensional peak wave numberk
p
a
max at whichQ
–1 takes the peak value is almost independent ofa
min/a
max for =1 and 2 while it considerably depends ona
min/a
max for =3. The phase velocity is almost independent ofk in the rangeka
max<1 and increases monotonically ask increases in the rangeka
max>1. While the magnitude ofQ
–1 and the phase velocity considerably depend on the orientation of the crack in the aligned crack model, the above feature does not depend on the crack orientation.The accumulation of seismological measurements suggests thatQ
–1 ofS waves has a peak at around 0.5 Hz. If this observation is combined with our theoretical results onk
p
a
max, the probable range ofa
max of the crack distribution in the earth can be estimated for =1 or 2. If we assume 4 km/sec as theS wave velocity of the matrix medium,a
max is estimated to range from 2 to 5 km. We cannot estimatea
max in a narrow range for =3. 相似文献