Relevant bibliographies by topics / Shear wave velocity

Academic literature on the topic 'Shear wave velocity'

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Published: 4 June 2021
Last updated: 6 September 2023

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Journal articles on the topic "Shear wave velocity"

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Li, Yu, Qian Lv, Jiayue Dai, Ye Tian, and Jianzhong Guo. "Shear Wave Velocity Estimation Using the Real-Time Curve Tracing Method in Ultrasound Elastography." Applied Sciences 11, no. 5 (February 26, 2021): 2095. http://dx.doi.org/10.3390/app11052095.

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The estimation of shear wave velocity is very important in ultrasonic shear wave elasticity imaging (SWEI). Since the stability and accuracy of ultrasonic testing equipment have been greatly improved, in order to further improve the accuracy of shear wave velocity estimation and increase the quality of shear wave elasticity maps, we propose a novel real-time curve tracing (RTCT) technique to accurately reconstruct the motion trace of shear wave fronts. Based on the curve fitting of each frame shear wave, the propagation velocity of two-dimensional shear waves can be estimated. In this paper, shear wave velocity estimation and shear wave image reconstruction are implemented for homogeneous regions and stiff spherical inclusion regions with different elasticity, respectively. The experimental result shows that the proposed shear wave velocity estimation method based on the real-time curve tracing method has advantages in accuracy and anti-noise performance. Moreover, by eliminating artifacts of shear wave videos, the velocity map acquired can restore the shape of inclusions better. The real-time curve tracing method can provide a new idea for the estimation of shear wave velocity and elastic parameters.
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Chen, S. T. "Shear‐wave logging with dipole sources." GEOPHYSICS 53, no. 5 (May 1988): 659–67. http://dx.doi.org/10.1190/1.1442500.

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Laboratory measurements have verified a novel technique for direct shear‐wave logging in hard and soft formations with a dipole source, as recently suggested in theoretical studies. Conventional monopole logging tools are not capable of measuring shear waves directly. In particular, no S waves are recorded in a soft formation with a conventional monopole sonic tool because there are no critically refracted S rays when the S-wave velocity of the rock is less than the acoustic velocity of the borehole fluid. The present studies were conducted in the laboratory with scale models representative of sonic logging conditions in the field. We have used a concrete model to represent hard formations and a plastic model to simulate a soft formation. The dipole source, operating at frequencies lower than those conventionally used in logging, substantially suppressed the P wave and excited a wave train whose first arrival traveled at the S-wave velocity. As a result, one can use a dipole source to log S-wave velocity directly on‐line by picking the first arrival of the full wave train, in a process similar to that used in conventional P-wave logging. Laboratory experiments with a conventional monopole source in a soft formation did not produce S waves. However, the S-wave velocity was accurately estimated by using Biot’s theory, which required measuring the Stoneley‐wave velocity and knowing other borehole parameters.
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Dashottar, Amitabh, Erin Montambault, Jeffrey R. Betz, and Kevin D. Evans. "Area Covered for Shear Wave Velocity Calculation Affects the Shear Wave Velocity Values." Journal of Diagnostic Medical Sonography 35, no. 3 (March 6, 2019): 182–87. http://dx.doi.org/10.1177/8756479319834255.

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Although ultrasound elastography is established as a reliable and valid tool for assessment of skeletal muscles, guidelines around the technical specifications, data selection, and acquisition parameters still lack consensus. One such parameter is the use of the quantification box (Q-box) that calculates the shear wave velocity/modulus, within a selected region of interest (ROI). Currently, no data compare the effect of the elastographic area within the ROI to the mean shear wave velocity calculations, using a Q-box. In this study, the mean shear wave velocity calculated over a smaller (single Q-box) ROI is compared to the mean shear wave velocity calculated over maximum area of elastogram, within a ROI. Comparison of mean shear wave velocity revealed a significant difference ( t = 2.79, P = .007) between the means calculated over maximum area of elastogram for only nonuniform elastograms. The rater agreement for the classification scheme was assessed (κ = 0.85). To prevent possible overestimation of shear wave velocities, it may be necessary to place the Q-box over the maximum elastographic area.
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Zhou, Jian Ping, Jin Xia Liu, Wen Yang Gao, Zhi Wen Cui, Wei Guo Lv, and Ke Xie Wang. "Effect of Anisotropy on Shear Wave Velocity in Wood." Advanced Materials Research 535-537 (June 2012): 1923–26. http://dx.doi.org/10.4028/www.scientific.net/amr.535-537.1923.

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The velocities of shear waves propagating along radial direction of birch and elmwood specimens are measured in order to study the effect of anisotropy on shear wave velocity. The relationship between the shear wave velocity and the oscillation direction is examined by rotating an ultrasonic sensor. The results indicate that the effect of anisotropy on shear wave velocity in birch and elmwood specimens is similar to Japanese magnolia specimen. When the oscillation direction of the shear wave corresponds to the certain anisotropic direction of the wood specimen, the shear wave velocity decreases sharply and the relationship between shear wave velocity and rotation angle tends to become discontinuous. The intrinsic birefringence due to the anisotropy of birch and elmwood woods is observed. Their texture anisotropies are strong. In an isotropic nylon, on the contrary, the value of shear wave velocity was similar to a circular ring. This investigation is significant meanings in architectural and civil engineering field.
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Dorman, LeRoy M. "Seafloor shear wave velocity variability." Journal of the Acoustical Society of America 91, no. 4 (April 1992): 2461. http://dx.doi.org/10.1121/1.403035.

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Miwa, Takashi, Kouki Kanzawa, Ryosuke Tomizawa, and Yoshiki Yamakoshi. "Phantom Experiments on Shear Wave Velocity Measurement by Virtual Sensing Array Spectrum Estimation." Key Engineering Materials 497 (December 2011): 153–60. http://dx.doi.org/10.4028/www.scientific.net/kem.497.153.

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Quantitative shear wave velocity measurement inside the living tissue is a key technology in future qualitative diagnosis of breast tumor or liver diseases. We develop a novel shear wave velocity measurement system by using running wave number spectrum analysis of the complex displacement of the shear wave propagation excited by a single frequency. The velocity estimation method is demonstrated through the phantom experiments with the developed shear wave displacement measurement system. The validity of the measurement system is demonstrated by comparing with elastic wave simulation results. From the phantom experiments, it is shown that this method has high accuracy of velocity measurement even in the presence of large reflected waves.
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Blewett, J., I. J. Blewett, and P. K. Woodward. "Measurement of shear-wave velocity using phase-sensitive detection techniques." Canadian Geotechnical Journal 36, no. 5 (November 23, 1999): 934–39. http://dx.doi.org/10.1139/t99-051.

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The development of a phase-sensitive technique to measure the velocity of shear waves propagating through a sand sample situated inside a standard laboratory triaxial testing cell is reported. The technique shows an improvement in convenience and efficiency over conventional time-of-flight methods, facilitating real-time display of shear-wave velocity during testing. The purpose of this paper is to demonstrate the technique by determining the variation in shear-wave velocity during triaxial testing of a loose sand. Key words: shear-wave velocity, phase-sensitive detection, drained shear.
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Ensley, Ross Alan. "Evaluation of direct hydrocarbon indicators through comparison of compressional‐ and shear‐wave seismic data: a case study of the Myrnam gas field, Alberta." GEOPHYSICS 50, no. 1 (January 1985): 37–48. http://dx.doi.org/10.1190/1.1441834.

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Shear waves differ from compressional waves in that their velocity is not significantly affected by changes in the fluid content of a rock. Because of this relationship, a gas‐related compressional‐wave “bright spot” or direct hydrocarbon indicator will have no comparable shear‐wave anomaly. In contrast, a lithology‐related compressional‐wave anomaly will have a corresponding shear‐wave anomaly. Thus, it is possible to use shear‐wave seismic data to evaluate compressional‐wave direct hydrocarbon indicators. This case study presents data from Myrnam, Alberta which exhibit the relationship between compressional‐ and shear‐wave seismic data over a gas reservoir and a low‐velocity coal.
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Yan, Li, and Peter M. Byrne. "Simulation of downhole and crosshole seismic tests on sand using the hydraulic gradient similitude method." Canadian Geotechnical Journal 27, no. 4 (August 1, 1990): 441–60. http://dx.doi.org/10.1139/t90-060.

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A method of simulating downhole and crosshole seismic shear-wave tests in a model under controlled stress conditionsis described. The downhole and shear wave in horizontal plane (SH) crosshole shear waves are generated and received along the principal stress axes using piezoceramic bender elements. The K0in situ stress conditions, including loading and unloading stress paths, are simulated by the hydraulic gradient similitude method, which allows high stresses simulating field conditions to be obtained. The horizontal stress during the tests is directly measured by a lateral total-stress transducer. The test data are used to evaluate various published empirical equations that relate shear-wave velocity and soil stress state. It is found that although the various empirical equations can predict the in situ shear-wave velocity profile reasonably well, only the equation that relates the shear-wave velocity to the individual principal stresses in the directions of wave propagation and particle motion can predict the variation of the velocity ratio between the downhole and SH crosshole tests. It was also found that the stress ratio has some effects on the downhole (or shear wave in vertical plane (SV) crosshole) shear-wave velocity, but not on the SH crosshole shear-wave velocity. This indicates that it is only the stress ratio in the plane of wave propagation that is important to the shear-wave velocity. Comparison between the downhole and SH crosshole shows that structure anisotropy is in the order of 10%. In addjtion, K0 values are predicted from shear-wave measurement and compared with measured ones. The difficulties in obtaining K0 values from shear-wave measurement are also discussed. Key words: hydraulic gradient, model tests, downhole and crosshole shear-wave tests, sand.
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Bakulin, Andrey, Albena Mateeva, Rodney Calvert, Patsy Jorgensen, and Jorge Lopez. "Virtual shear source makes shear waves with air guns." GEOPHYSICS 72, no. 2 (March 2007): A7—A11. http://dx.doi.org/10.1190/1.2430563.

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We demonstrate a novel application of the virtual source method to create shear-wave sources at the location of buried geophones. These virtual downhole sources excite shear waves with a different radiation pattern than known sources. They can be useful in various shear-wave applications. Here we focus on the virtual shear check shot to generate accurate shear-velocity profiles in offshore environments using typical acquisition for marine walkaway vertical seismic profiling (VSP). The virtual source method is applied to walkaway VSP data to obtain new traces resembling seismograms acquired with downhole seismic sources at geophone locations, thus bypassing any overburden complexity. The virtual sources can be synthesized to radiate predominantly shear waves by collecting converted-wave energy scattered throughout the overburden. We illustrate the concept in a synthetic layered model and demonstrate the method by estimating accurate P- and S-wave velocity profiles below salt using a walkaway VSP from the deepwater Gulf of Mexico.
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Dissertations / Theses on the topic "Shear wave velocity"

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Hepton, Peter. "Shear wave velocity measurements during penetration testing." Thesis, Bangor University, 1989. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.330070.

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Liu, Siyu. "Shear Wave Velocity Analysis by Surface Wave Methods in the Boston Area:." Thesis, Boston College, 2017. http://hdl.handle.net/2345/bc-ir:107367.

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Thesis advisor: John E. Ebel
Thesis advisor: Alan L. Kafka
As the best seismic indicator of shear modulus, shear-wave velocity is an important property in engineering problems in near-surface site characterization. Several surface-wave methods have been developed to obtain the subsurface shear-wave velocity structure. This thesis compared three surface-wave methods, Spectral Analysis of Surface Waves (SASW) (Nazarian et al., 1983), Multichannel Analysis of Surface Waves (MASW) (Park et al., 1999), and Refraction Microtremor (ReMi) (Louie, 2001), to determine which method gives the best estimation of the 1-D shear-wave velocity profile of near-surface soils. We collected seismic data at three sites in the greater Boston area where there are direct measurements of shear-wave velocities for comparison. The three methods were compared in terms of accuracy and precision. Overall, the MASW and the ReMi methods have comparable quality of accuracy, whereas the SASW method is the least accurate method with the highest percentage differences with direct measurements. The MASW method is the most precise method among the three methods with the smallest standard deviations. In general, the MASW method is concluded to be the best surface-wave method in determining the shear-wave velocities of the subsurface structure in the greater Boston area
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Yung, See Yuen. "Determination of shear wave velocity and anisotropic shear modulus of an unsaturated soil /." View abstract or full-text, 2004. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202004%20YUNG.

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Gang, Liu. "VERIFICATION OF SHEAR WAVE VELOCITY BASED LIQUEFACTION CRITERIA USING CENTRIFUGE MODEL." Case Western Reserve University School of Graduate Studies / OhioLINK, 2008. http://rave.ohiolink.edu/etdc/view?acc_num=case1228274570.

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Zomorodian, Seyed Mohammad Ali. "Shear wave velocity of soils by the spectral analysis of surface waves (SASW) method." Thesis, University of Ottawa (Canada), 1996. http://hdl.handle.net/10393/10395.

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Spectral analysis of surface waves (SASW) method is an in-situ seismic method used for determining the thickness and elastic properties of soil and pavement. The SASW method is fast and economical to perform since no boreholes are required. The method is suitable for sites where the use of large equipment is difficult or where sublayer conditions make it difficult to perform other seismic tests. The SASW method is also ideal for preliminary field investigations to be conducted prior to more detailed site investigation, and for quality control and monitoring of ground improvement. The purpose of this research was to improve the SASW method by incorporating multi-mode propagation in the backcalculation procedure. In order to facilitate the investigation carried out in this study, two computer programs were developed to simulate SASW tests (and also Steady-State surface wave tests) and to calculate theoretical dispersion curves. The program for calculating theoretical dispersion curves was based on the root-searching procedure used in existing backcalculation methods. The computer programs developed in this study were used in a case study to demonstrate difficulties encountered by existing methods in dealing with multi-mode situations. It was shown that: (i) wavelength filtering criteria used by existing methods yield inconsistent (i.e. erroneous) dispersion curves when more than one propagation mode participate in the wave field, and (ii) backcalculation procedures based on root-searching cannot identify predominant propagation modes and hence fail to yield accurate results in the case of multi-mode propagation. Two developments were made in the present study to overcome the above difficulties. First, a new wavelength filtering criterion was adopted. In this criterion, the dispersion data point for a particular frequency is rejected (i.e. filtered out) if the values of phase velocity obtained from two different receiver-to-receiver spacings are not in close agreement. In this manner, inconsistencies that might result in the dispersion due to multi-mode propagation are avoided. Second, a new procedure to calculate the theoretical dispersion curve was developed. This procedure is based on the maximum vertical flexibility coefficient (at each frequency) of the theoretical layered model. Unlike root-searching methods, the maximum vertical flexibility coefficient method easily identifies predominant propagation modes. A computer program was developed in this study for backcalculation of SASW data based on the flexibility coefficient method. Least-squares optimization using the down-hill simplex method was also implemented in this program to automate the backcalculation process. The accuracy of the above proposed procedures was demonstrated using SASW field tests. The shear wave velocity profiles obtained using the procedures developed in this study are in good agreement with those obtained from other in-situ seismic tests. (Abstract shortened by UMI.)
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Gonsiewski, James P. "Bedrock Mapping Using Shear Wave Velocity Characterization and H/V Analysis." Wright State University / OhioLINK, 2015. http://rave.ohiolink.edu/etdc/view?acc_num=wright1453247272.

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Chan, Chee-Ming. "A laboratory investigation of shear wave velocity in stabilised soft soils." Thesis, University of Sheffield, 2006. http://etheses.whiterose.ac.uk/15165/.

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The stabilisation of soft clay soils is intended to increase their shear strength and to reduce their compressibility. The possibility exists of using geophysical methods to monitor changes in these properties. Laboratory experiments were carried out on stabilised clays to study the relationships between shear wave velocity, and hence small strain shear stiffness, and shear strength or one-dimensional compressibility. One artificial clay, Speswhite kaolin, and two natural clays, from Malaysia and Sweden, were used as the base clays. Either ordinary Portland cement or a 1: 1 mix of the cement with unslaked lime was added to the base clays in order to stabilize them. In the first part of the investigation, samples of stabilised clay were initially subjected to a non-destructive bender element test to obtain the shear wave velocity and then to an unconfined compressive strength test or vane shear strength test. It was evident that small stabiliser amounts (less than 10 % of the dry weight of the base clay) could significantly improve both the strength and stiffness of the originally soft material. In addition, good correlations between the shear strength and the shear wave velocity (or small strain shear stiffness) of the stabilised clays were established. In the second part of the investigation, an instrumented oedometer was used to simultaneously monitor shear wave velocity and one-dimensional compression during tests on samples cured for a set period. Lateral stresses were also measured. Complementary tests were conducted in standard oedometers, to study the effect of the curing period. In these tests yield stresses were identified and corresponded to the onset of changes in shear wave velocity. After yield, the constrained moduli could be correlated with shear wave velocity. Tests were also carried out on samples of clay in which a central stabilised column had been created. Equal strain predictions of the compression of these samples, based on the results of separate tests on the two components, were relatively successful. The results of the research suggest that shear wave velocity measurements could be useful in practice to enable the shear strength and post-yield compressibility of stabilised clay soil to be estimated.
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McGillivray, Alexander Vamie. "Enhanced Integration of Shear Wave Velocity Profiling in Direct-Push Site Characterization Systems." Diss., Georgia Institute of Technology, 2007. http://hdl.handle.net/1853/19714.

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Enhanced Integration of Shear Wave Velocity Profiling in Direct-Push Site Characterization Systems Alexander V. McGillivray 370 Pages Directed by Dr. Paul W. Mayne Shear wave velocity (VS) is a fundamental property of soils directly related to the shear stiffness at small-strains. Therefore, VS should be a routine measurement made during everyday site characterization. There are several lab and field methods for measuring VS, but the seismic piezocone penetration test (SCPTu) and the seismic dilatometer test (SDMT) are the most efficient means for profiling the small-strain stiffness in addition to evaluating large-strain strength, as well as providing evaluations of the geostratigraphy, stress state, and permeability, all within a single sounding. Although the CPT and DMT have been in use for over three decades in the USA, they are only recently becoming commonplace on small-, medium-, and large-size projects as more organizations begin to realize their benefits. Regrettably, the SCPTu and the SDMT are lagging slightly behind their non-seismic counterparts in popularity, in part because the geophysics component of the tests has not been updated during the 25 years since the tests were envisioned. The VS measurement component is inefficient and not cost effective for routine use. The purpose of this research is to remove the barriers to seismic testing during direct-push site characterization with SCPTu and SDMT. A continuous-push seismic system has been developed to improve the integration of VS measurements with SCPTu and SDMT, allowing VS to be measured during penetration without stopping the progress of the probe. A new type of portable automated seismic source, given the name RotoSeis, was created to generate repeated hammer strikes at regularly spaced time intervals. A true-interval biaxial seismic probe and an automated data acquisition system were also developed to capture the shear waves. By not limiting VS measurement to pauses in penetration during rod breaks, it is possible to make overlapping VS interval measurements. This new method, termed frequent-interval, increases the depth resolution of the VS profile to be more compatible with the depth intervals of the near-continuous non-seismic measurements of the SCPTu and the SDMT.
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Vance, David M. "Shear-wave velocity database and derivative mapping for the upper Mississippi embayment." Lexington, Ky. : [University of Kentucky Libraries], 2006. http://lib.uky.edu/ETD/ukygeol2006t00488/VanceThesis06.pdf.

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Thesis (M.S.)--University of Kentucky, 2006.
Title from document title page (viewed on November 1, 2006). Document formatted into pages; contains: ix, 142 p. : ill. (some col.), maps. Includes abstract and vita. Includes bibliographical references (p. 138-141).
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Li, Jianhua Rosenblad Brent L. "Study of surface wave methods for deep shear wave velocity profiling applied in the upper Mississippi embayment." Diss., Columbia, Mo. : University of Missouri--Columbia, 2008. http://hdl.handle.net/10355/6619.

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Title from PDF of title page (University of Missouri--Columbia, viewed on Feb 25, 2010). The entire thesis text is included in the research.pdf file; the official abstract appears in the short.pdf file; a non-technical public abstract appears in the public.pdf file. Dissertation advisor: Dr. Brent L. Rosenblad. Vita. Includes bibliographical references.
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Books on the topic "Shear wave velocity"

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Zielhuis, Aletta. S-wave velocity below Europe from delay-time and waveform inversions. [Utrecht: Instituut voor Aardwetenschappen de Rijksuniversiteit te Utrecht, 1992.

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H, Stokoe Kenneth, Chung R. M, and National Institute of Standards and Technology (U.S.), eds. Draft guidelines for evaluating liquefaction resistance using shear wave velocity measurements and simplified procedures. Gaithersburg, MD: U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 1999.

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D, Woods Richard, American Society of Civil Engineers. Geotechnical Engineering Division., and ASCE National Convention (1985 : Denver, Colo.), eds. Measurement and use of shear wave velocity for evaluating dynamic soil properties: Proceedings of a session. New York, N.Y: ASCE, 1985.

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B, Dawson Phillip, and Geological Survey (U.S.), eds. Data report for a seismic study of the P and S wave velocity structure of Redoubt Volcano, Alaska. [Menlo Park, Calif.]: U.S. Dept. of the Interior, U.S. Geological Survey, 1996.

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Carroll, Roger D. Shear-wave velocity measurements in volcanic tuff in Rainier Mesa tunnels, Nevada Test Site, Nevada. Denver, Colo: U.S. Dept. of the Interior, Geological Survey, 1986.

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Geological Survey (U.S.) and United States. Dept. of Energy. Nevada Operations Office, eds. Shear-wave velocity measurements in volcanic tuff in Rainier Mesa tunnels, Nevada Test Site, Nevada. Denver, Colo: U.S. Dept. of the Interior, Geological Survey, 1986.

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Carroll, Roger D. Shear-wave velocity measurements in volcanic tuff in Rainier Mesa tunnels, Nevada Test Site, Nevada. Denver, Colo: U.S. Dept. of the Interior, Geological Survey, 1986.

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Mabey, Matthew A. Downhole and seismic cone penetrometer shear-wave velocity measurements for the Portland Metropolitan Area, 1993 and 1994. Portland, Or: State of Oregon, Dept. of Geology and Mineral Industries, 1995.

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Lewis Research Center. Institute for Computational Mechanics in Propulsion., ed. On the behavior of three-dimensional wave packets in viscously spreading mixing layers. Cleveland, Ohio: National Aeronautics and Space Administration, Lewis Research Center, Institute for Computational Mechanics in Propulsion, 1994.

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Lewis Research Center. Institute for Computational Mechanics in Propulsion., ed. On the behavior of three-dimensional wave packets in viscously spreading mixing layers. Cleveland, Ohio: National Aeronautics and Space Administration, Lewis Research Center, Institute for Computational Mechanics in Propulsion, 1994.

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Book chapters on the topic "Shear wave velocity"

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Herrmann, R. B., and G. I. Al-Eqabi. "Surface Wave Inversion for Shear Wave Velocity." In Shear Waves in Marine Sediments, 545–56. Dordrecht: Springer Netherlands, 1991. http://dx.doi.org/10.1007/978-94-011-3568-9_63.

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Richardson, Michael D., Enrico Muzi, Bruno Miaschi, and Ferda Turgutcan. "Shear Wave Velocity Gradients in Near-Surface Marine Sediment." In Shear Waves in Marine Sediments, 295–304. Dordrecht: Springer Netherlands, 1991. http://dx.doi.org/10.1007/978-94-011-3568-9_33.

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Davis, A. M., D. G. Huws, and J. D. Bennell. "Seafloor Shear Wave Velocity Data Acquisition: Procedures and Pitfalls." In Shear Waves in Marine Sediments, 329–36. Dordrecht: Springer Netherlands, 1991. http://dx.doi.org/10.1007/978-94-011-3568-9_37.

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Muir, T. G., A. Caiti, J. M. Hovem, T. Akal, M. D. Richardson, and R. D. Stoll. "Comparison of Techniques for Shear Wave Velocity and Attenuation Measurements." In Shear Waves in Marine Sediments, 283–94. Dordrecht: Springer Netherlands, 1991. http://dx.doi.org/10.1007/978-94-011-3568-9_32.

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Whitmarsh, R. B., and P. R. Miles. "In Situ Measurements of Shear-Wave Velocity in Ocean Sediments." In Shear Waves in Marine Sediments, 321–28. Dordrecht: Springer Netherlands, 1991. http://dx.doi.org/10.1007/978-94-011-3568-9_36.

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Caiti, A., T. Akal, and R. D. Stoll. "Determination of Shear Velocity Profiles by Inversion of Interface Wave Data." In Shear Waves in Marine Sediments, 557–65. Dordrecht: Springer Netherlands, 1991. http://dx.doi.org/10.1007/978-94-011-3568-9_64.

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Schreiner, A. E., L. M. Dorman, and L. D. Bibee. "Shear Wave Velocity Structure from Interface Waves at Two Deep Water Sites in the Pacific Ocean." In Shear Waves in Marine Sediments, 231–38. Dordrecht: Springer Netherlands, 1991. http://dx.doi.org/10.1007/978-94-011-3568-9_26.

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Briggs, K. B. "Comparison of Measured Compressional and Shear Wave Velocity Values with Predictions from Biot Theory." In Shear Waves in Marine Sediments, 121–30. Dordrecht: Springer Netherlands, 1991. http://dx.doi.org/10.1007/978-94-011-3568-9_14.

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Long, M., and J. S. L’Heureux. "Shear wave velocity—SCPTU correlations for sensitive marine clays." In Cone Penetration Testing 2022, 515–20. London: CRC Press, 2022. http://dx.doi.org/10.1201/9781003329091-73.

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Long, M., and J. S. L’Heureux. "Shear wave velocity—SCPTU correlations for sensitive marine clays." In Cone Penetration Testing 2022, 515–20. London: CRC Press, 2022. http://dx.doi.org/10.1201/9781003308829-73.

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Conference papers on the topic "Shear wave velocity"

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Lefeuvre, F., P. Desegaulx, and M. L. Baratin. "Shear‐wave velocity estimation." In SEG Technical Program Expanded Abstracts 1993. Society of Exploration Geophysicists, 1993. http://dx.doi.org/10.1190/1.1822596.

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Nazarian, Soheil. "Shear Wave Velocity Profiling with Surface Wave Methods." In GeoCongress 2012. Reston, VA: American Society of Civil Engineers, 2012. http://dx.doi.org/10.1061/9780784412138.0009.

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Ferguson, Robert J., and Robert R. Stewart. "Estimating shear‐wave velocity fromP‐Sseismic data." In SEG Technical Program Expanded Abstracts 1995. Society of Exploration Geophysicists, 1995. http://dx.doi.org/10.1190/1.1887634.

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Cardona, Reynaldo, Michael Batzle, and Thomas L. Davis. "Shear wave velocity dependence on fluid saturation." In SEG Technical Program Expanded Abstracts 2001. Society of Exploration Geophysicists, 2001. http://dx.doi.org/10.1190/1.1816451.

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Wang, A., M. Le Feuvre, D. Leparoux, and O. Abraham. "Impact of Small Shear Wave Velocity Variations on Surface Wave Phase Velocity Inversion." In 24th European Meeting of Environmental and Engineering Geophysics. Netherlands: EAGE Publications BV, 2018. http://dx.doi.org/10.3997/2214-4609.201802492.

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Liu, Hongwei, Mustafa Al-Ali, and Yi Luo. "CFP-based shear wave velocity model building using converted waves." In SEG Technical Program Expanded Abstracts 2019. Society of Exploration Geophysicists, 2019. http://dx.doi.org/10.1190/segam2019-3203782.1.

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Park, Choon B. "Shear‐Wave Velocity (Vs) Profiling by Surface Wave (MASW) Method." In Symposium on the Application of Geophysics to Engineering and Environmental Problems 2005. Environment and Engineering Geophysical Society, 2005. http://dx.doi.org/10.4133/1.2923509.

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B. Park, Choon. "Shear-Wave Velocity (VS) Profiling By Surface Wave (MASW) Method." In 18th EEGS Symposium on the Application of Geophysics to Engineering and Environmental Problems. European Association of Geoscientists & Engineers, 2005. http://dx.doi.org/10.3997/2214-4609-pdb.183.581-582.

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Xu, S., and R. E. White. "A Physical model for shear-wave velocity prediction." In 56th EAEG Meeting. European Association of Geoscientists & Engineers, 1994. http://dx.doi.org/10.3997/2214-4609.201410067.

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Muyzert, E. "Surface wave spectral ratio inversion for shear velocity." In 71st EAGE Conference and Exhibition - Workshops and Fieldtrips. European Association of Geoscientists & Engineers, 2009. http://dx.doi.org/10.3997/2214-4609.201404951.

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Reports on the topic "Shear wave velocity"

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Sincennes, J. J. Crosshole logging for shear wave velocity. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 2012. http://dx.doi.org/10.4095/291768.

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Molnar, S., J. F. Cassidy, P. A. Monahan, and S. E. Dosso. Comparison of geophysical shear-wave velocity methods. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 2007. http://dx.doi.org/10.4095/222259.

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Crow, H. Full waveform sonic logging for shear wave velocity. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 2012. http://dx.doi.org/10.4095/291767.

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Hunter, J. A., R. A. Burns, and R. L. Good. Borehole Shear - Wave Velocity Measurements, Fraser Delta, British Columbia. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 1990. http://dx.doi.org/10.4095/130859.

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Arsenault, J. L., J. Hunter, and H. Crow. Shear wave velocity logs from vertical seismic profiles (VSP). Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 2012. http://dx.doi.org/10.4095/291766.

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Jendrzejczyk, J. A., and M. W. Wambsganss. Surface measurements of shear wave velocity at the 7-GeV APS site. Office of Scientific and Technical Information (OSTI), December 1987. http://dx.doi.org/10.2172/376378.

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Pittenger, Alan, and Dawn Lavoie. Determination of Compressional and Shear Wave Velocity During Triaxial Compression: A Laboratory Manual. Fort Belvoir, VA: Defense Technical Information Center, May 1994. http://dx.doi.org/10.21236/ada280789.

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Sotnikov, Vladimir, Jean-Noel Leboeuf, and Saba Mudaliar. Scattering of Electromagnetic Waves in the Presence of Wave Turbulence Excited by a Flow with Velocity Shear. Fort Belvoir, VA: Defense Technical Information Center, March 2010. http://dx.doi.org/10.21236/ada524852.

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D. BUESCH, K.H. STOKOE, and M. SCHUHEN. LITHOSTRATIGRAPHY AND SHEAR-WAVE VELOCITY IN THE CRYSTALLIZED TOPOPAH SPRING TUFF, YUCCA MOUNTAIN, NEVADA. Office of Scientific and Technical Information (OSTI), March 2006. http://dx.doi.org/10.2172/886554.

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Hunter, J. A., and H. L. Crow. Shear wave velocity measurement guidelines for Canadian seismic site characterization in soil and rock. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 2015. http://dx.doi.org/10.4095/297314.

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