smadi66, Author at GEOTILL provides geotechnical, construction testing and Environmental services Indianapolis Indiana

LED Fluorescence Detectors and Fuel Fluorescence Detection (FFD)

Hydrocarbons: including gasoline, kerosene, diesel fuel, jet fuel, lubricating and hydraulic oils, and tars and asphalts contain Polycyclic Aromatic Hydrocarbons (PAH’s). Polycyclic Aromatic Hydrocarbons (PAH’s) distributed in soils and groundwater fluoresce when irradiated by ultraviolet light. Because different types of PAHs fluoresce at different wavelengths, each has its own fluorescence signature. Using an instrument that measures the intensity and wavelength of the fluoresced hydrocarbon enables the assessment of the hydrocarbons present. This makes UV Fluorescence a useful technology to use in characterizing surface, subsurface and groundwater hydrocarbon contamination. We call this Fuel Fluorescence Detection (FFD). What's the right fluorescence detector for you? Using handheld UV lights enables site technicians to establish the nature and distribution of contamination above ground. For surface spills such as what gathers along a shoreline or for surface based operations such as above ground tanks and pipes, this can be a useful place to start. For underground storage tanks a useful way to begin site characterization is with a subsurface probe. Engineers trying to establish the limits of the ‘plume’ or the depth of the contaminant as it travels underground. Plumes will extend outward, downward and upward depending upon factors such as the flow of groundwater and the confining layers of clay and rock. Leveraging the ability to generate and measure fluorescence underground requires a step up in technology. In the case of CPT, a UV light source is placed in the cone itself. Fiber-optic cables transmit the resulting fluorescence to the surface where the intensity and wavelength can be measured. Because of the efficiency of CPT, large and complex sites can be characterized quickly and efficiently. The data logs are available immediately to influence critical decision-making which can help to manage costs in the long term. For instance monitoring wells may need to be installed [...]

By smadi66|December 5th, 2019|Geotechnical Arizona, Geotechnical Arkansas, Geotechnical California, Geotechnical Colorado, Geotechnical Washington, Geotechnical Wisconsin, Geotechnical Wyoming, Geotechnical Alabama, Geotechnical Connecticut, Geotechnical West Virginia, Introductory, Soil Testing|0 Comments

Why Are There So Many Kinds of CPT Rigs?

As you look through our website, you'll see that there are a number of different types of CPT Rigs. As you can imagine, they each have their purpose, or 'application'. In order to understand why different types of CPT Rigs exist, it's helpful to remember how CPT works in the first place. The goal of Cone Penetration Testing is to drive a hardened cone vertically into the the ground and to keep it moving at a specific rate of progress. The force that it takes to maintain the cone moving downward at a defined rate is an indicator of how hard the soil is at a given depth. The friction the cone sleeve encounters along the way gives us an indication of the make up of the soil. As you can imagine, as the cone progresses further downward and encounters different types of soils, sands, clays and rocks it can take a substantial amount of pressure to keep it moving! One of the first factors that influences the design of CPT Rigs is the maximum amount of pressure that will be required to perform a specific test, to a specific depth in a given geological area. As much as 20 tons of downward force may be required to perform a broad enough range of tests to make a given rig viable for a market. For every ton of downward pressure on the test cone through the rod system, you have to have a reaction force equal to this to keep the Rig from lifting up. This means that either the Rig has to be heavier than the maximum push force, plus a safety margin, or it needs to be anchored down in some way as to reliably resist the upward force generated by the test (or 'sounding'). Depending upon the [...]

By smadi66|December 5th, 2019|Introductory, Cone Penetration, Geotechnical Delaware, Geotechnical Idaho, Geotechnical Indiana, Geotechnical Louisiana, Geotechnical Kentucky, Geotechnical Illinois, Geotechnical Georgia, Geotechnical Florida, Geotechnical Iowa, Geotechnical Kansas|0 Comments

Soil Quality and Soil Liquefaction

Soil quality typically refers to three characteristics of a soil; the chemical, physical and biological properties. When used as an agricultural term, soil quality is often a measure of the soils ability to produce crops over the long term. However, because the chemical and physical properties of soils are of interest to engineers as well, soil quality is often a term used to describe soil properties of interest to designers, engineers and constructors. The soil quality parameters of most interest are the chemical properties and physical properties. We have featured a closer look into some of the other chemical properties of soils in previous posts, including the ability of soils to conduct electricity, and what this can tell us about types of soil contaminants that might be present. Here, we’re going to delve more deeply into physical soil quality, and one property of certain soils that can be fascinating, but also tragically dangerous. That property is the propensity of certain soil types, under certain conditions to exhibit liquefaction. Liquefaction and Soil Quality Liquefaction, as the name implies, is the term used to describe soil that behaves like a liquid. As you can see from the image above, this can lead to catastrophic outcomes. If the people constructing this building had a better understanding of the impact of soil quality on the stability of the structure, they might have had the opportunity to mitigate the potential damage. So clearly, the susceptibility of a soil to liquefaction is an important indicator of the soil's quality. But what is soil liquefaction? Well, as we noted above, liquefaction is when soil acts like a liquid, but how can this happen? Soil liquefaction most often occurs in loose, sandy soil types where the soil itself is mostly, or completely saturated with water. When this type [...]

By smadi66|December 5th, 2019|Geotechnical Massachusetts, Geotechnical Montana, Geotechnical Nevada, Geotechnical Michigan, Geotechnical Missouri, Geotechnical Maryland, Geotechnical Minnesota, Geotechnical Mississippi, Geotechnical Nebraska, Soil Testing, Geotechnical Maine|0 Comments

See the Vertek CPT Lightweight Portable CPT Push System in Action!

At Vertek CPT we love to develop innovative, yet practical CPT solutions with real ROI. There are many situations where an ultra-mobile, yet reliable CPT push system makes a lot of sense. In areas where it is difficult to get rig-based CPT equipment into place, maybe due to the terrain, soil conditions or distance from the nearest road, a CPT system that can be carried and operated by a small crew makes sense. Maximize Your Soil Testing Service Vertek's 10 Ton Portable Cone Penetrometer Test (CPT) hydraulic load frame is the lightest, smallest, most portable hydraulic CPT unit available. The hydraulic power pack and the hydraulic cylinders are independent and coupled by hydraulic quick-disconnects. The aluminum twin cylinders and power pack weigh only 195 kg (430 lbs) and 160 kg (355 lbs) respectively. Even within this lightweight form-factor, the unit still pushes up to 10 tons, meaning that you can reach the depths necessary for many types of tests. After setting 4 sturdy augers with the included drive unit and hand tools as simple as a tape measure, you are ready to mount the unit and start pushing. You can see how easy transportation, set-up, operation and tear-down are here: [/fusion_youtube]

By smadi66|December 5th, 2019|Geotechnical North Dakota, Geotechnical Ohio, Geotechnical Oklahoma, Geotechnical Pennsylvania, Geotechnical Oregon, Geotechnical North Carolina, Introductory, Soil Testing, Video Posts, Geotechnical New Hampshire, Geotechnical New Jersey, Geotechnical New Mexico, Geotechnical New York|0 Comments

Attending CPT Symposium 2014 Las Vegas, Nevada

See The Vertek S4 Push System in Person! The 3rd International Symposium on Cone Penetration Testing will be held at the Mandarin Oriental hotel in Las Vegas, Nevada, May 12-14, 2014. The theme of the Symposium is the solution of geotechnical and geo-environmental problems using the Cone Penetration Test (CPT). We'll be at booth #1 and also setup outside with our new S4 Push System which is designed to be attached to a wide variety of equipment. Learn more about our entire line of products and data acquisition systems.

By smadi66|December 5th, 2019|Geotechnical Washington, Introductory, Vertek Partners, Geotechnical Nevada, Geotechnical Rhode Island, Geotechnical South Carolina, Geotechnical South Dakota, Geotechnical Texas, Geotechnical Utah, Geotechnical Vermont, Geotechnical Virginia, Geotechnical Tennessee|0 Comments

Ensuring That Your CPT Data is Correctly Reported and Interpreted

It is important to understand when interpreting CPT data the physics of how the data is produced. This will lead to a better appreciation of where CPT data should be validated with other types of tests in order to ensure that it is being correctly reported and interpreted. In CPT (Cone Penetration Testing), when the tip of the cone is being advanced, there is pressure exerted on the tip itself. This pressure is created from the resistance to downward force by whatever soil is resisting on the cone tip. However, this pressure is not simply exerted from the ground immediately in front of the tip. Rather, the cone forces the ground immediately in front of it to compress. This compression forces the ground in front of it to 'fail' that is, the soil cohesion is not sufficient to resist the tip load, and the soil compresses further down or moves out of the way down, sideways or a little bit away from the cone itself, upwards. Because of this movement and compression, the pressure exerted back on the cone tip is generated from a large area of soil below, around and a bit behind the cone tip itself. This means depending on soil stratification that the instruments in the tip sense soil resistance from around 5 or more cone diameters ahead and around the tip of the cone. Using a cone of 1.5 inches in diameter means that you are actually taking an average cone resistance measurement. This is sometimes called a 'tip influence zone'. If you are pushing through a sub-surface feature, such as a landslide slip face or a layer of softer clay that is a foot or less, it is quite possible to miss this feature entirely. In engineering speak, you might read something like 'exercise caution [...]

By smadi66|December 5th, 2019|Geotechnical West Virginia, Cone Penetration, Soil Testing, Experienced, Geotechnical Arizona, Geotechnical Arkansas, Geotechnical California, Geotechnical Colorado, Geotechnical Wisconsin, Geotechnical Delaware, Geotechnical Alabama, Geotechnical Wyoming, Geotechnical Connecticut|0 Comments

Testing Pavement Sections at Ohio University

Ohio Unversity Accelerated Pavement Tester in Action! In 1997 Vertek delivered our first of many Accelerated Transportation Loading Systems (ATLaS). Ohio University published this video, dated in 2012 of the pavement load tester in use at their Accelerated Pavement Load Facility. Common pavement tests include: Pavement coating lifetime analysis Experimental pavement fatigue estimation Pavement rutting Impact of temperature cycling on pavement Effects of wheel wander on pavement lifespan [/fusion_youtube] Though our designs have evolved since 1997 to better handle environmental and energy useage factors, many components of the above are still present on our current deliveries of pavement and bridge deck testers. These testers are designed to deliver actionable data regarding the lifespan and limits of road surfaces and pavement composition in shortened timespans. While this website is primary dedicated to our CPT business, Vertek's wealth of geotechnical manufacturing experience has led to additional focus on structural integrity fields such as load testing. See our ATLaS pavement and bridge load testing page for more information or to inquire.

By smadi66|December 5th, 2019|Geotechnical Florida, Vertek Partners, Video Posts, Geotechnical Arizona, Geotechnical Arkansas, Geotechnical California, Geotechnical Colorado, Geotechnical Ohio, Geotechnical Delaware, Geotechnical Georgia, Geotechnical Alabama, Geotechnical Connecticut|0 Comments

Using a Compaction Test to Determine Site Safety Standards

Compaction is an engineering term used to describe the ability of a soil type to be treated with mechanical energy and compressed such that air voids are removed. With individual grains compressed to remove air voids, it becomes more difficult for the soil being compressed to 'settle' further on its own. The strength of the soil in loads other than compression can be increased because the individual particles within the soil become interlocked and friction can become a more important function of the soil behavior. Compacted soil, because air spaces between the particles are reduced has lower hydraulic conductivity (passes water less easily under a given pressure). Why do a Compaction Test? Compaction can be important when high loads such as building foundations may cause a soil to settle over time causing shifting or even collapse. It can be valuable for soil that you want to retain in place, such as along an embankment or behind a retaining wall to be compacted. The compaction process, by increasing the friction in the compacted soil helps to maintain against horizontal slippage which can either result in a landslide off from an embankment or in higher pressure behind a retaining wall, causing it to bow outwards. Because compaction lowers hydraulic conductivity, it can be useful, or even essential in the functioning of earthen dams, drainage ditches and levees. A measurement of compaction is the change in density, or weight per unit volume increase after the soil in question is compacted. That's why sometimes 'compaction' is also called 'densification'. This is actually not a correct designation as 'densification' actually includes both 'compaction' which is described above as well as 'consolidation'. Consolidation involves fluid flow out of the soil being densified, such as when you are treating clay heavy soils. Water is squeezed out from [...]

By smadi66|December 5th, 2019|Introductory, Soil Testing, Geotechnical Idaho, Geotechnical Louisiana, Geotechnical Maine, Geotechnical Indiana, Geotechnical Massachusetts, Geotechnical Kentucky, Geotechnical Illinois, Geotechnical Maryland, Geotechnical Iowa, Geotechnical Kansas|0 Comments

Land Concierge of Japan Visits Vertek CPT Facility

Japanese CPT Services Built by Vertek Land Concierge Inc.’s subsurface technology manager Hideyuki Sato and colleague Yoshihiro Imai visited Vertek CPT's manufacturing facility for a demonstration of our S4 Cone Penetrometer Test (CPT) push system and Data Acquisition Systems (DAS). Land Concierge Inc. has been a customer of Vertek since 2009 and is our sales agent in Japan. Contact Mr. Sato with your Japanese soil testing equipment needs and questions. Vertek personnel demonstrated the versatility of the S4 and provided an interactive tour of our CPT fabrication facilities. Mr. Sato indicated that requests for CPT testing in Japan has increased since 2011 and many of his customers that are interested in incorporating Verteks’ S4 and CPT equipment into their business. Land Concierge's clients focus on: Contaminted sites Site characterization Bio-remediation Geothechnical in-situ testing Soil and groundwater sampling If your organization would like to send a representative to our Vermont facility to learn more about the CPT business and technologies, contact us today.

By smadi66|December 4th, 2019|Geotechnical Montana, Geotechnical Nevada, Geotechnical New Hampshire, Geotechnical New Jersey, Geotechnical New Mexico, Geotechnical Michigan, Geotechnical Missouri, Geotechnical Minnesota, Geotechnical Mississippi, Geotechnical Nebraska, Vertek Partners|0 Comments

Cone Penetration Test (CPT) Overview 101

Are you new to the Cone Penetration Testing (CPT) business? Or maybe you're looking to convert your operation to CPT? Wherever your interest is surfacing from, we have everything you need to know about expanding into the CPT business with confidence. What do I get from a Cone Penetration Test (CPT)? In case you're new to the Cone Penetration Testing business, CPT will collect important subsurface information from standard tests and then from there determine important business factors, such as, how to design foundations for structures or the composition of subsurface soils. The difference between this type of data collection and other competitors is the benefit CPT has for businesses. CPT can provide immediate, onsite information that is quick and accurate. Above all, onsite results can improve your business productivity; ultimately leading to a more efficient business process. If you had the chance to take a look at our Solutions Brief: Enter the Cone Penetration Business with Confidence, then you may have already taken a deep dive into the advantages of collecting subsurface information with a process that is more quick and efficient than other options. Businesses are choosing to use a CPT solution for many different reasons; whether for construction or government purposes, they all benefit from the same advantage: speedy collection and interpretation of data, a safe solution for operators and the environment, and the ability to adapt to different weather and soil conditions. We understand how intimidating it can be to enter a new business; large or small. That's why we are focused on delivering educational content that addresses all of your CPT needs and concerns. From topics on 'What is a Cone Test' to 'Mud Rotary Drilling vs. CPT,' it's important to consider pros and cons and different scenarios in order to make the right choice [...]

By smadi66|December 4th, 2019|Geotechnical Oklahoma, Geotechnical Oregon, Geotechnical Rhode Island, Geotechnical South Carolina, Geotechnical Ohio, Geotechnical South Dakota, Geotechnical Pennsylvania, Geotechnical North Carolina, Introductory, Cone Penetration, Geotechnical New York, Geotechnical North Dakota|0 Comments

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