Geotechnical North Dakota Archives - Page 2 of 3 - GEOTILL provides geotechnical, construction testing and Environmental services Indianapolis Indiana

Converting a Drilling Rig into a CPT Platform

If you're familiar with our CPT University blog then you may have had a chance to take a closer look into what CPT can do for your business. If you're yet to make the switch; it may be because you don't exactly have the means to support the transition into the CPT business. Fortunately, if you're still looking to reap the benefits of CPT rigs, the Vertek CPT Drill Rig Adapter may be the solution that you have been searching for. Read on to learn how you can start growing your drilling business. Converting a drill rig into a CPT platform using a Vertek CPT Drill Rig Adapter Businesses that transition out of SPT or Hollow Stem Auger Drilling are able to become more efficient and obtain a higher daily rate. How Does it Work? The drill rig CPT adapter kit enables drilling service providers to complete CPT testing with their existing equipment. So how does it work exactly? The simple adapter is first screwed onto the drill head. This enables the existing push and pull hydraulic system to advance and retract the CPT equipment to and from the subsurface. This is just a small snippet of what the drill rig CPT adapter kit can do, for even more on it's functionality, visit our drilling conversion page. A CPT Drilling Conversion Rig Kit Consists of: A Peizo-Cone Penetrometer A Data Acquisition System (DAS) and coaxial communication cable A Depth Marker for depth measurement A Drill Head Adapter for advancing and removal Rods or Rod Adapters Wear surface consumables and spares (tips, sleeves, pore pressure filters) Seismic shear wave equipment (optional) Converting a drilling rig can be a cost-effective entry into CPT. By following this route, you can enter the CPT business with a brand that offers exceptional domestic support and [...]

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

Analyzing CPT Data

As we've noted in other posts, CPT provides a number of benefits over traditional methods of subsurface soil characterization. These benefits include: Traceability Reports from a specific sounding are easily traced back to the source data, and because CPT is a continuous process, data points in between those reported can be evaluated post-test. This is in contrast to geotechnical boring where individual samples need to be tracked and accounted for from the busy worksite to a remote lab and through to reports and documentation. This can be cumbersome and prone to errors. Immediacy Reports can be generated in near-real-time. This enables customers such as site owners or civil engineers to have visibility to the tests as they are occuring. Having immediacy means that as data is reported and interpreted, any retesting that should be done or any additional soundings that would be useful to clarify or validate data can be called for on the spot. Accuracy Because of the very large volume of soundings that have been done, important factors and relationships have been established that enable the raw CPT data to be translated into useful information. Additionally, as we've noted elsewhere, CPT leaves the soil being tested 'undisturbed' and therefore provides a more accurate assessment than other methods of soil characterization. CPT Data analysis and interpretation can be aided through the use of specialized software Two that our customers have had success with include DataForensics & Datagel. Using software to log, analyze and report your data provides a number of advantages. Traceability, immediacy and accuracy are improved. Additionally, efficiency and therefore your cost structure, benefit as well. With the right software you are able to accelerate your ability to serve customers both more quickly and more accurately. If you are entering or have recently started out in the CPT [...]

By smadi66|December 4th, 2019|Geotechnical New York, Geotechnical Ohio, Geotechnical North Dakota, Geotechnical Nebraska, Geotechnical North Carolina, CPT Data, Introductory, Geotechnical Montana, Geotechnical Nevada, Geotechnical New Hampshire, Geotechnical New Jersey, Geotechnical New Mexico|0 Comments

An Introduction to Soil Compaction Testing

In the construction of high load structures such as dams, paved roadways and construction projects that rely on the stability of embankments; soil compaction is used to increase soil strength. Loose soil can be compacted by using mechanical equipment to remove air-voids, thereby densifying the soil and increasing it's dry unit weight. There are a variety of different benefits to soil compaction, including: prevention of soil settlement and frost damage, increased ground stability, reduced hydraulic conductivity and mitigating undesirable settlement of structures, such as paved roads, foundations and piping. Below you will find a few different examples of how a soil compaction test can be performed. Standard Proctor Compaction Test: Standard Proctor Compaction Testing can be performed in a lab. The testing first determines the maximum density achievable for the soil and uses it as a reference for field testing. It also is effective for testing the effects of moisture on the soil's density. For soil with higher densities a Modified Proctor Compaction Test which uses higher values will be necessary. Materials Needed: 1/30 cubic ft. mold 5.5 lb. hammer 12" drop 3 layers of soil 25 blows Obtain layered soil sample (via our VTK Soil Sampler if equipped) Determine the weight of the Proctor mold with the base and the collar extension Assemble the compaction tool Place soil in the mold in 3 layers Compact the soil with 25 well distributed blows of the hammer Carefully detach the collar extension and base without distributing the soil Determine the weight of the Proctor mold and the soil Oven dry the soil for 12 hours to determine the moisture content Compaction energy can be calculated with this test by using this formula: ((#blows) x (#layers of soil) x (weight of hammer) x (height drop)) / mold volume Field Tests: Field Tests [...]

By smadi66|December 3rd, 2019|Geotechnical Oregon, Geotechnical Ohio, Geotechnical North Carolina, Introductory, Geotechnical Nevada, Geotechnical New Hampshire, Geotechnical New Jersey, Geotechnical New Mexico, Geotechnical New York, Geotechnical North Dakota, Geotechnical Oklahoma|0 Comments

Building a CPT Truck in Less Than 3 Minutes (Video)

This short video compresses about a month of construction time on a 20 Ton CPT Truck built by Vertek CPT at our Vermont facility during the summer of 2014. CPT Trucks are popular for those looking for maximum push force and all-in-one mobility. This truck will be delivered to the customer upon completion of the internal components. Large trucks provide greater push force and improved working environs while smaller trucks provide greater mobility in tight spaces. Contact us to see which is best for you. Our new S4 Push System also provides a path to entering the CPT market with limited investment. [/fusion_youtube]

By smadi66|December 3rd, 2019|Geotechnical Rhode Island, Geotechnical North Carolina, Cone Penetration, Vertek Partners, Video Posts, Geotechnical New Jersey, Geotechnical New Mexico, Geotechnical New York, Geotechnical North Dakota, Geotechnical Oklahoma, Geotechnical Ohio, Geotechnical Oregon, Geotechnical Pennsylvania|0 Comments

What is a CPT DataPack?

Your average Cone Penetration Testing Rig is a fairly complex piece of machinery, but it can’t do its job alone. Indeed, every CPT Rig needs a DataPack, or data acquisition and analysis package (DAS), to properly measure and document soil information gathered from digital CPT cones and other sensors. But what exactly is a DataPack? Typically, CPT DataPacks like the VTK DataPack offer a simple “all-in-one” solution to commercial CPT service providers. The DataPack is most often designed to be field portable as it operates onsite during the CPT Testing process. As such, most DataPacks are best used with any commercial, off-the-shelf laptop for optimal portability. The Benefits of Automated Data Collection While sensor-specific data, such as calibration factors, serial numbers and sensor type, are in fact stored in each sensor module in the cone, that data is also automatically transmitted to the DataPack with each penetration. This automated collection of data offers a number of advantages. For starters, with the DataPack handling all the data collection, even a technician with minimal training can operate the system with relative ease. Automated data collection and analysis also reduces operator error or bias, while further speeding up the CPT Testing process as reporting is instant. This in turn allows for increased productivity and profit for the operator as many more soundings can be performed in a shift. Perhaps most importantly, the DataPack can also present information immediately in the form of a client-ready visual report. Again, this saves field engineers time as they don’t have to crunch the data manually. Since CPT is still a fairly new field, this makes it easier for technicians to make the shift to CPT from related vocations. The added confidence the DataPack offers technicians in turn helps ease the way for new entrants into the CPT [...]

By smadi66|December 3rd, 2019|Geotechnical North Carolina, Introductory, Geotechnical New York, Geotechnical North Dakota, Geotechnical Oklahoma, Geotechnical Oregon, Geotechnical Rhode Island, Geotechnical South Carolina, Geotechnical South Dakota, Geotechnical Ohio, Geotechnical Pennsylvania|0 Comments

What Information Should you Include in a Geotechical Report?

It could be that you've learned everything there is to know about Cone Penetration Testing, but if you don't know about geotechnical reporting, you're missing out on a big step in the process. A geotechnical report is a tool used to communicate site conditions, as well as design and construction recommendations to be relayed to personnel. In other words, you're taking the results of your CPT testing and putting them into an easy-to-understand report along with relevant conclusions. Sound simple? There's more to it than you might think. Geotechnical Report Essentials Of course, you want to include specific information in your geotechnical report like the status of substrate soil, rock and water conditions. It also goes without saying that accuracy in all areas is crucial because the data in the report will be referred to often throughout the design and construction periods, as well as after the completion of the project, primarily for resolving claims. But let's get more specific. Here are some basic must have points that should be included in every geotechnical report; keeping in mind that final content will vary somewhat depending on the business and project: Location and surface conditions: specific address, current use, surface coverings, elevation, drainage, etc. Subsurface exploration data: soil profile, exploration logs, lab or in-situ test results, ground water conditions Interpretation and analysis of data Engineering recommendations for design Anticipated problems and discussed solutions: slope stability, seismic considerations, etc. Any recommended geotechnical special provisions Include other types of geotechnical reports: foundation report, centerline soil report, landslide study report, etc. With these points as a guideline, it's possible to create a geotechnical report that covers all the right points to satisfy all parties involved in a project. This includes any government agencies that require geotechnical reports. For example, the U.S. Department of Transportation [...]

By smadi66|December 3rd, 2019|CPT Data, Experienced, Geotechnical North Dakota, Geotechnical Oklahoma, Geotechnical Oregon, Geotechnical Rhode Island, Geotechnical South Carolina, Geotechnical South Dakota, Geotechnical Tennessee, Geotechnical Texas, Geotechnical Ohio, Geotechnical Pennsylvania|0 Comments

Grow your Business by Increasing your Geotechnical Services

If you're looking for ways to help grow your business, consider expanding your geotechnical services. By increasing the geotechnical services your company offers, you'll be able to expand your current client base and increase your workload. To realize these benefits, you'll first have to decide which geotechnical services you can offer, which you could offer more in-depth, how it would affect your current workload, and how it can increase your revenue. What Geotechnical Services Can your Business Offer? Rental and sales of equipment Field exploration (soil and rock sampling, test boring, core drilling, electro-magnetic surveying, etc.) Site evaluation (for pavement/ sub grades, alternative site and route studies, definition of critical geotechnical parameters) Engineering analysis and design (slope stability evaluation, hillside grading recommendations, earth retaining structure design, earthquake damage analysis) Laboratory testing services (soil classification, shear strength, permeability, consolidation characteristics, resistivity) Some of these services may be a more natural fit for your current business than others. However, it's worth considering the environment your business is located in, as well as the environmental factors that have an affect on construction. This will help you to hone in on the services that are in demand. Also research any potential competition in your area to see what they do or do not offer, and consider filling any void you discover. For example, if you notice a void in your area's laboratory testing services, consider hiring an expert internally. Between the equipment and manpower you already hold, adding an additional employee may prove profitable. If you're not sure how to gauge demand in your area, consider who you could be marketing your geotechnical services to. Potential customers include: Developers Realtors Architects Engineers Construction companies Utilities Manufacturing companies Financial institutions Federal, state and municipal organizations With a little research and a keen eye, you may [...]

By smadi66|December 3rd, 2019|Geotechnical Montana, Geotechnical Nevada, Geotechnical New Hampshire, Geotechnical New Jersey, Geotechnical New Mexico, Geotechnical Ohio, Geotechnical New York, Geotechnical Nebraska, Geotechnical North Dakota, Geotechnical North Carolina, Introductory, Geotechnical Services, Experienced|0 Comments

How to Read a CPT Soil Behavior Type Chart

As you analyze your CPT data, you are likely to come across several different charts designed to classify soil type based on CPT results.If you are new to the field, these charts can be a bit confusing, so here’s a brief overview of one of the more common chart types. Soil behavior classification via CPT is fast, efficient, and frequently automated via software. Still, understanding the classification method is important, as it will help you to recognize and determine the cause of any errors or irregularities in the data. First of all, it is important to note that, since a traditional CPT test does not involve a soil sample, these charts are not designed to tell you the exact makeup of the soil. Instead, CPT tests indicate the soil’s physical and mechanical properties, or how it behaves. Hence, a CPT soil classification chart is technically referred to as a Soil Behavior Type (SBT) chart. Most CPT soil charts are derived from tip resistance (or normalized tip resistance, Qt) and friction ratio data. The tip resistance is measured in some unit of pressure (Bars, Pa, PSI, etc) and is usually plotted on the vertical axis. This axis is logarithmic, meaning it increases by orders of magnitude rather than linearly as it gets further from the origin. Thus you will see units of 10, 100 and 1000 marked an equal distance apart. The friction ratio is given on the horizontal axis. It is the ratio of the sleeve friction divided by the tip resistance: the two units of pressure cancel, so this unitless ratio is multiplied by 100 and given as a percent. This percentage is generally low: 10% would be considered a high friction ratio, since the CPT cone experiences greater pressure on its tip due to the shear strength of [...]

By smadi66|December 2nd, 2019|Geotechnical New Mexico, Geotechnical New York, Geotechnical Ohio, Geotechnical North Dakota, Geotechnical North Carolina, Geotechnical Oklahoma, CPT Data, Geotechnical Oregon, Introductory, Cone Penetration, Soil Testing, Geotechnical Nevada, Geotechnical New Hampshire, Geotechnical New Jersey|0 Comments

Intro to Seismic CPT

What is Seismic Cone Penetration Testing? Seismic CPT or SCPT is a method of calculating the small strain shear modulus of the soil by measuring shear wave velocity through the soil. The small strain modulus is an important quantity for determining the dynamic response of soil during earthquakes, explosive detonations, vibrations from machinery, and during wave loading for offshore structures. The wave speeds and moduli derived from seismic CPT measurements aid in the determination of soil liquefaction potential and improve the interpretation of surface seismic surveys by providing wave speed profiles as a function of depth. Seismic waves from SCPT tests have been detected at depths of up to 300 feet. How does it work? SCPT testing is performed as part of a normal CPT or CPTU test. Equipment consists of a CPT rig, push system, and: SCPT Cone: The SCPT cone is a CPT or CPTU cone that is equipped with one or more geophone sensors. These sensors measure the magnitude and arrival time of seismic shear and compression waves. Wave Generator: Seismic shear waves are generated at the soil surface in one of two ways: The simplest method is to press a steel bar onto the ground lengthwise using the weight of the CPT rig, then strike the end of the bar with a large hammer. An electronic trigger attached either to the hammer or the bar records the exact time of the strike. Another method uses an electronic wave generator attached to the CPT rig. This method increases repeatability and reduces physical strain and testing time for the field team. The CPT test must be paused briefly at the desired intervals to perform the wave generation and data collection. These pauses may be used to conduct a pore pressure dissipation test as well. Data Acquisition System: As [...]

By smadi66|December 1st, 2019|Geotechnical Oklahoma, Geotechnical Ohio, Geotechnical Oregon, Geotechnical Pennsylvania, Geotechnical North Carolina, Introductory, Soil Testing, Geotechnical New Hampshire, Geotechnical New Jersey, Geotechnical New Mexico, Geotechnical New York, Geotechnical North Dakota|0 Comments

CPT Dictionary: Soil Shear Strength

Shear strength is the ability of a material to resist shear forces—that is, forces that produce a sliding failure in the material parallel to the direction of the force. The diagram at right demonstrates shear stress, along with tensional and compressional stress. (What's the difference between a stress and a force? Stress is defined as force per area.) How is this relevant to soil testing? Well, consider a sliding failure in soil, such as occurs along a fault plane in an earthquake. Shear strength tells us a great deal about how the soil will behave under shear forces and during changes in stress, for example due to an earthquake or excavation. The in-situ shear strength of soil is difficult to measure, and many methodologies for doing so have been proposed. In general, estimating undrained shear strength--that is, the shear strength of the soil with in-situ moisture--using the CPT is accomplished via the relationship between overburden stress and cone resistance, as shown in the equation below. su = (qc – σvo)/Nk Where: su = undrained shear strength (unitless) qc = cone resistance (psi) σvo = overburden stress (psi) Nk = empirical cone factor (a unitless constant) Nk is determined in the lab, for example via triaxial compression tests. The exact value varies based on the type of reference test used, so it is important to be consistent in this regard. Most test methods return values between 10 and 30, varying with factors such as OCR (over-consolidation ratio), pore pressure, and soil plasticity. Several alternative methods may be used to estimate undrained shear strength via CPT, depending on the test conditions and available data. One such method uses pore pressure at u2 (directly behind the cone) in place of overburden stress: su = (qc – u2)/Nk The disadvantage of this method is [...]

By smadi66|November 29th, 2019|Geotechnical Pennsylvania, Geotechnical North Carolina, Soil Testing, Geotechnical New Mexico, Geotechnical New York, Geotechnical North Dakota, Geotechnical Oklahoma, Geotechnical Oregon, Geotechnical Rhode Island, Uncategorized, Geotechnical South Carolina, Geotechnical Ohio, CPT Dictionary|0 Comments