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Journal: 

Issue Info: 
  • Year: 

    2003
  • Volume: 

    37
  • Issue: 

    2 (80)
  • Pages: 

    213-225
Measures: 
  • Citations: 

    0
  • Views: 

    2020
  • Downloads: 

    0
Keywords: 
Abstract: 

Preparation of Iso-VELOCITY and Iso-Depth maps for different shear WAVE velocities in Tehrans alluvium is the main subject of this paper. In this regard, data obtained through geoseismic and geotechnical investigations was used. The collected geotechnical data of about 1000 boreholes including results of 26 new drilled boreholes are considered and combined with the results of 95 refraction surveys and 9 down hole surveys in the studied area. Furthermore the combination of geoseismic surveys, collected geotechnical data and in-situ measurements in drilled boreholes are used to propose a new classification of Tehrans soils based on shear WAVE VELOCITY and N(SPT). A comparison also is made between results of Standard Penetration Test (SPT) in drilled boreholes and shear WAVE velocities obtained from geoseismic surveys. The new correlations established between N (SPT) and shear WAVE VELOCITY for different types of fine-grained soils in south of Tehran are proposed.

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Journal: 

Issue Info: 
  • Year: 

    2002
  • Volume: 

    36
  • Issue: 

    3 (77)
  • Pages: 

    409-416
Measures: 
  • Citations: 

    0
  • Views: 

    728
  • Downloads: 

    0
Keywords: 
Abstract: 

In this article the destructive effects of low VELOCITY impact on the residual COMPRESSIVE strength of composite plates with three different size studies. Using a closed from solution and a finite element method the mechanical behavior of the composite plates under impact loading is simulated. Using an experimental program, the results of simulation are evaluated. The composite plates are subjected to impact loading and then they are tested under compression loading conditions. The results of experiments show that the size of the damaged area decreases by increasing the size of the specimen. Therefore, in the real situation that the size of the structure in greater than that of the test specimen, the magnitude of damage is supposed to be smaller. Using Hertz method the magnitude of the impact loading is calculated. The damage area of the impacted specimen is also calculated. By changing the mechanical properties of the material in the damaged area the residual strength of the damaged specimen is simulated. The results obtained from simulation are in good agreement with experimental results

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Journal: 

GEOSCIENCES

Issue Info: 
  • Year: 

    2020
  • Volume: 

    29
  • Issue: 

    115
  • Pages: 

    151-162
Measures: 
  • Citations: 

    0
  • Views: 

    669
  • Downloads: 

    0
Abstract: 

In this labratory study, the effect of joint density (number and spacing) on the pressure WAVE VELOCITY was researched in pyroclastic rocks. After determining the physical properties, the P-WAVE velocities of intact rock samples were measrued. Then, an artificial joint perpendicular to the measuring direction was created in each sample, and the WAVE VELOCITY tests were repeated. These tests were continued up to 5 joints with two sets of 2 and 5 cm spacing. Consequently, the data were analyzed using the statistical methods. The results show that the P-WAVE VELOCITY was decreased by increasing the number of joints in both spacing sets, and thus an inverse linear relationship was obtained. However, as the number of joints increases, the reduction rates of WAVE VELOCITY were different at two spacing sets. More precisely, up to 3 joints, the reduction rate in the 5 cm spacing set was more than that in the other set. Nonetheles, after the third joint, the decreasing rate in the 2 cm spacing set became greater. Generally, the shorter spacing had a more reduction (attenuation) in the P-WAVE VELOCITY. In this regard, at a total of 5 joints, the reduction rate of the P-WAVE VELOCITY in 2 cm spacing set was more than that in the other set.

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Issue Info: 
  • Year: 

    2005
  • Volume: 

    1
Measures: 
  • Views: 

    154
  • Downloads: 

    0
Abstract: 

Amount of particle VELOCITY induced from blasting varies in different directions due to some effective reasons. There are several factors such as number of joint sets; discontinuity frequency, rock mass quality designation (RQD), and density of rock are influencing The variation of WAVE propagation, WAVE reflection and reduction of particle VELOCITY [1]. This research has been conducted for the sedimentary Formation dominates region of Masjed Soleiman Dam. The amounts of particle velocities in different direction were recorded using UVS1500. For these directions, joints and Geological surveys have been conducted to determine their related characteristics. The influence of some factors such as discontinuity frequency (l), RQD and joint spacing were studied on WAVE propagation. It is concluded that all of these parameters pose a significant effect on particle VELOCITY variation. Amongst which the number of joints is most effective.

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Author(s): 

WILLS C.J. | SILVA W.J.

Journal: 

EARTHQUAKE SPECTRA

Issue Info: 
  • Year: 

    1998
  • Volume: 

    14
  • Issue: 

    -
  • Pages: 

    533-556
Measures: 
  • Citations: 

    1
  • Views: 

    206
  • Downloads: 

    0
Keywords: 
Abstract: 

Yearly Impact: مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

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Author(s): 

RAUCH A.F. | DUFFY M. | STOKOE KH.

Issue Info: 
  • Year: 

    2000
  • Volume: 

    110
  • Issue: 

    -
  • Pages: 

    66-80
Measures: 
  • Citations: 

    1
  • Views: 

    207
  • Downloads: 

    0
Keywords: 
Abstract: 

Yearly Impact: مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

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Issue Info: 
  • Year: 

    2011
  • Volume: 

    28
  • Issue: 

    116
  • Pages: 

    1016-1023
Measures: 
  • Citations: 

    0
  • Views: 

    2121
  • Downloads: 

    0
Abstract: 

Background: We aimed to evaluate subepicardial and subendocardial left ventricular (LV) functions in patients with single coronary artery lesion at early stage after percutaneous coronary intervention (PCI).Methods: Patients with left anterior descending (LAD) lesion (n=40) were evaluated. Patients underwent PCI and at least one coronary stent was placed. After PCI, the pulsed-WAVE tissue doppler imaging (pw-TDI) parameters taken from subepicardial and subepicardial layers were compared among the them.Finding: The systolic and diastolic pw-TDI parameters were apparently different between the patient after PCI, while the systolic pw-TDI parameters did not change. The diastolic pw-TDI parameters taken from both subepicardial (circumferential contraction) and subendocardial layers (longitudinal contraction) improved after PCI. After PCI, it was shown that while Ea VELOCITY (P=0.012) taken from the subendocardial layer increased, IVRa VELOCITY (P<0.001) taken from the subepicardial layer decreased.Conclusion: In our study, left ventricular, left atrium, and aortic valve diameter increase in patients with coronary artery disease. The systolic and diastolic functions were impaired at subendocardial and subepicardial layers. These dysfunctions can be easily presented with pw-TDI. Although systolic dysfunction persists, diastolic dysfunction improves at early stage after PCI.

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Issue Info: 
  • Year: 

    2016
  • Volume: 

    17
Measures: 
  • Views: 

    159
  • Downloads: 

    78
Abstract: 

SHEAR AND COMPRESSIONAL WAVE VELOCITIES COUPLED WITH OTHER PETROPHYSICAL DATA, ARE VERY IMPORTANT FOR HYDROCARBON RESERVOIR CHARACTERIZATION. IN SITU SHEAR WAVE VELOCITY (VS) IS MEASURED BY SOME SONIC LOGGING TOOLS. SHEAR VELOCITY COUPLED WITH COMPRESSIONAL VELOCITY IS VITALLY IMPORTANT IN DETERMINING GEOMECHANICAL PARAMETERS, IDENTIFYING THE LITHOLOGY, MUD WEIGHT DESIGN, HYDRAULIC FRACTURING, GEOPHYSICAL STUDIES SUCH AS VSP, ETC. IN THIS PAPER, A CORRELATION BETWEEN COMPRESSIONAL AND SHEAR WAVE VELOCITY IS OBTAINED FOR AGHAJARI FORMATION IN MAROON OIL FIELD. REAL DATA WERE USED TO EXAMINE THE ACCURACY OF THE PREDICTION EQUATION.MOREOVER, THE GENETIC ALGORITHM WAS USED TO OBTAIN THE OPTIMAL VALUE FOR CONSTANTS OF THE SUGGESTED EQUATION.

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Author(s): 

RAZAVI S.M. | HAMIDI E. | RAZAVI S.M.J.

Journal: 

JOURNAL OF RADAR

Issue Info: 
  • Year: 

    2022
  • Volume: 

    9
  • Issue: 

    2 (پیاپی 26)
  • Pages: 

    99-106
Measures: 
  • Citations: 

    0
  • Views: 

    63
  • Downloads: 

    8
Abstract: 

Phase VELOCITY and interaction impedance measurements on slow WAVE structures are especially important in the microWAVE tubes industry. Among the methods available for measuring the phase VELOCITY and interaction impedance, non-resonant perturbation method is simple yet accurate and applicable. In this paper, the correctness of this method for helical slow WAVE structure is investigated with simulation and analytical methods and based on it, a device is built that has the precision needed to move the perturber inside a slow WAVE structure. The results and measurement capabilities of this device have been demonstrated using simulations in CST software and analytical relationships.

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Issue Info: 
  • Year: 

    2006
  • Volume: 

    12
Measures: 
  • Views: 

    159
  • Downloads: 

    0
Abstract: 

THE MULTICHANNEL ANALYSIS OF SURFACE WAVES METHOD (MASW) IS A NONDESTRUCTIVE SEISMIC METHOD TO EVALUATE PAVEMENT THICKNESS AS WELL AS TO EVALUATE LINEAR ELASTIC MODULUS OF GROUND AND MATERIALS UNDER PAVEMENT. IT ANALYSIS DISPERSION PROPERTIES OF CERTAIN TYPES OF SEISMIC SURFACE WAVES (FUNDAMENTAL MODE RAYLEIGH WAVES) PROPAGATING HORIZONTALLY ALONG THE SURFACE OF MEASUREMENT DIRECTLY FROM IMPACT POINT TO RECEIVERS. IT GIVES THE SHEAR-WAVE VELOCITY (VS) INFORMATION. WHEN SURFACE WAVE ARE UTILIZED TO DEDUCE A NEAR-SURFACE SHEAR-WAVE VELOCITY (VS) PROFILE (VS VERSUS DEPTH), THE ANALYSIS RELIES ON THE ACCURATE CALCULATION OF PHASE VELOCITIES FOR THE HORIZONTALLY TRAVELING FUNDAMENTAL-MODE RAYLEIGH WAVE. DECOMPOSITION OF A MULTICHANNEL RECORD INTO A TIME VARIABLE-FREQUENCY FORMAT, ALLOW EACH FREQUENCY COMPONENT TO BE SEPARATELY AND CONTINUOUSLY DISPLAYED (SWEPT FREQUENCY RECORD, SFR). SOME EXAMPLES FROM REAL SEISMIC DATA VERIFY THE MASW METHOD DESCRIBED HERE AND SFR METHOD EXTRACTING OF MULTICHANNEL DISPERSION CURVES.

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