
PASI
SEISMIC REFRACTION
              This geophysical method is based on measuring the arrival times 
              of seismic waves refracted by the interfaces between layers of ground, 
              characterised by different propagation speeds. The energy source 
              is represented by an impact on the surface. The energy radiates 
              from the "shot point" - travelling both directly in the 
              uppermost layer (direct arrivals), and deep down and laterally along 
              layers at a higher speed (refracted arrivals) - then returning to 
              the surface, where it is measured through the spreading of geophones 
              geophone spreading (10 Hz frequency). Energising in different positions 
              on the surface, it will be possible to deduce information about 
              the geometry of the deep refractor layer, in many cases coincident 
              with the bedrock.
SEISMIC REFLECTION
              This geophysical survey is based on measuring the outbound/inbound 
              travel times of the seismic waves transmitted from the surface and 
              reflected towards the surface of geological horizons with different 
              characteristics. The energy transmitted is only reflected when there 
              is a contrast of acoustic impedance (the product of the speed x 
              the density of the material) between two superimposed layers. The 
              scale of the contrast in the acoustic impedance between the two 
              layers determines the amplitude of the reflected signal, which is 
              measured on the surface thanks to a spreading of high frequency 
              geophones (40 Hz, 100 Hz). As in the case of seismic refraction, 
              the energy is produced by a ¨shot¨ or impact on the surface. 
              For surface applications, this involves the use of a sledge hammer 
              and a striking plate, a dropping weight, a seismic energiser or 
              an explosive charge.
DOWN HOLE & CROSS HOLE
              In this type of seismic survey, the source and/or geophones are 
              located in a hole prepared especially in the ground. One of the 
              most common methods involves down hole testing (the source is on 
              the surface, the sensor on the other hand is a 3D borehole geophone 
              (P- & S-waves) or a chain of hydrophones (P-waves only, in a 
              hole filled with water or drilling fluid). The down hole test aims 
              to determine the profiles of the seismic compression waves (P-waves) 
              and shear waves (S-waves) with the depth. It consists of producing 
              a perturbation on the ground surface by means of a mechanical source 
              and measuring the arrival time of the P- and S-waves at various 
              depths in the hole prepared for the purpose. This technique is also 
              used for calculating the Vs30 as an alternative to surface methods 
              (e.g. MASW). Cross hole seismic tests, on the other hand, involve 
              measuring the speed of the seismic waves between two survey holes, 
              one for energisation (normally made with a borehole energiser or 
              explosive) and the other for measurements (with a three-dimensional 
              borehole geophone clamped at a certain depth). For each acquisition, 
              the energisation depth and measuring sensor depth in the two holes 
              should be the same. In this case, therefore, there must be two separate 
              survey holes whose reciprocal distance from all the measurement 
              levels must be known.
MULTICHANNEL ANALYSIS OF SURFACE WAVES (MASW)
              MASW is the acronym for Multichannel Analysis of Surface Waves. 
              This indicates that the phenomenon being analysed is the propagation 
              of surface waves. More specifically, the analysis focuses on the 
              dispersion of surface waves (i.e. the fact that different frequencies 
              – with different wavelengths - travel at different speeds). 
              The basic principle is quite simple: the various components (frequencies) 
              of the seismic signal that is being propagated travel at a speed 
              that depends on the characteristics of the medium. More specifically: 
              the larger wavelengths (i.e. the lower frequencies) are influenced 
              by the deepest layers, while the small wavelengths (the highest 
              frequencies) depend on the characteristics of the layers nearest 
              the surface. As, typically, the speed of the seismic waves increases 
              with depth, this will be reflected in the fact that the lowest frequencies 
              of the surface waves will travel at a higher speed than the higher 
              frequencies. MASW is traditionally performed by analysing Rayleigh 
              waves, which are recorded using common 4.5Hz vertical component 
              geophones - those used also for refraction in compressional waves 
              - and considering a very common source with vertical impact, i.e. 
              the classic sledge hammer. This occurs for at least two reasons: 
              1. these geophones (and this acquisition method) are by far the 
              simplest and most common. 2. the propagation and dispersion of Rayleigh 
              waves occurs without any problems even in low speed channels (speed 
              reversals) which, as we know, are invisible for refraction. On the 
              other hand, exploiting the dispersion of Love waves (together with 
              that of Rayleigh waves) is an exciting new frontier for MASW analysis 
              (see the winMASW manual for more information) (please note that 
              the use of Love waves is only possible with the MASW technique and 
              not with the ReMi – Refraction Microtremors - technique). 
              In summary: as the dispersion of the surface waves depends on the 
              characteristics of the sub-soil (mainly on its vertical variations), 
              by determining the dispersion curves, it is possible to deduce the 
              characteristics of the medium (the essential parameters are the 
              speed of the shear waves and the thickness of the layers) and all 
              the parameter requested by the new seismic regulations introduced 
              in most Countries all over the world. slut PASI
HVSR
              In light of the new seismic legislation, the measurement of environmental 
              seismic vibrations or seismic noise has acquired considerable importance. 
              The analysis of seismic noise measurements can be conducted using 
              three methods: Fourier spectra Spectral ratios H/V spectral ratios 
              The latter, which provides the most reliable results, is also known 
              as the HVSR (Horizontal to Vertical Spectral Ratio) method or the 
              Nakamura method. The H/V spectral ratio technique consists of calculating 
              the ratio of the Fourier spectra of the noise in the horizontal 
              plane H (generally the spectrum H is calculated as the average of 
              the Fourier spectra of the horizontal components NS and EW) and 
              the vertical component V. The acquisition of HVSR data, obtained 
              using low frequency triaxial (3D) geophones, make it possible to 
              determine with accuracy the characteristic frequency of resonance 
              of the site, an essential parameter for the correct dimensioning 
              of earthquake-resistant buildings. During the design, it is important 
              to build structures with different resonant frequencies to the ground, 
              thereby preventing the ¨double resonance¨ effect which is 
              extremely dangerous for structural stability. Seismic microzonation 
              studies using the HVSR measurement method have therefore become 
              an integral, essential instrument in the design of earthquake-resistant 
              buildings.
geomatrix Seismic Exploration Systems These instruments are suitibale 
              for near survface Refraction, Reflection, MASW and MAM investigations 
              for all engineering disciplines. Seismic download Systems Downhole 
              and crosshole techniques aid derive higher resolution P & S Wave 
              velocity measurements for improved engineering ground models. Seismic 
              Monitoring Used to measure strong and weak motion events, aftershocks 
              and very deep lithology. These systems are also used for monitoring 
              large structures. ABEM Near-surface seismics is a method that utilizes 
              a vibration source to measure propagation of elastic waves. The 
              results will show the mechanical properties of the ground. Common 
              applications are soil stability, rock quality and depth to bedrock. 
              ABEM Terraloc Pro is a seismograph that can be used for seismic 
              surveys ranging from simple refraction measurements to complex 3D 
              cross-borehole tomography. SHALLOW SEISMIC REFRACTION In this type 
              of survey you examine low and high velocity layers down to the basement 
              rock, and map tectonic features and quality changes. Features within 
              the overlaying sedimentary layers are also investigated. SHALLOW 
              SEISMIC REFLECTION Reflection surveys are becoming more and more 
              popular for shallow studies thanks to significant improvements in 
              the dynamic range of modern seismographs. Reflection surveys require 
              powerful filtering, on-board trace scaling, high frequency energy 
              sources and high frequency geophones for the best results. MASW 
              (MULTI-CHANNEL ACQUISITION OF SURFACE WAVES) Determine engineering 
              modulii through the measurement of surface or Rayleigh waves, all 
              that is needed is an impulsive energy source such as a hammer or 
              PEG-40, and a standard Geode with 4.5 Hz geophones. 1D or 2D measurements 
              can be taken very quickly in the field. For deeper investigations, 
              record passively utilising background noise from traffic or construction 
              as your energy sources. As these vibrations tend to be of a lower 
              frequency, the resulting shearwave profile yields greater depths. 
              Combine these measurements with active source measurements for a 
              complete shear wave profile to the ground surface. Geometrics' 
              seismograph
              Geometrics is a division of OYO Corporation and headquartered in 
              San Jose, CA. The company is a worldleading designer and manufacturer 
              of land, marine and airborne geophysical hardware, sensors and software, 
              covering seismic, magnetic, and electromagnetic technologies. Founded 
              in 1969, Geometrics began operations developing innovative magnetometers, 
              and now has representatives worldwide in over 50 countries. With 
              over 46 years of field experience and extensive knowledge, Geometrics' 
              staff of engineers and technicians has worked with universities, 
              research institutions, government agencies and exploration companies 
              to provide solutions to all kinds of geophysical and geotechnical 
              exploration needs. 
              ABEM 
              seismograph
              Aktiebolaget Elektrisk Malmletning (ABEM), a producer of electrical 
              equipment for ore prospecting, in 1923. Shortly afterwards, Sveriges 
              Geologiska Undersökningar (SGU), the company that developed 
              the first electromagnetic loop for ore and metal detection, established 
              an office in Malå, in northern Sweden. The success story grew 
              from there. By the 1950s, ABEM was Europe's largest geophysical 
              consulting company, while SGU eventually evolved into MALÅ 
              GeoScience AB with a proud heritage of technical developments and 
              world-beating innovations, leading to today's pre-eminence in ground 
              penetrating radar (GPR). 
ABEM and MALÅ joined forces in the early 1990s and were incorporated into Guideline Technology AB between 2007-2011.