New test chamber making possible research into challenging 'geotechnical' problems
June 30, 2015
Purdue University civil engineering professor Monica Prezzi, at left, works with doctoral student Fei Han to operate a new test chamber that allows engineers to simulate precisely what happens to soil underground during the installation of piles and other structural elements. (Purdue University photo/Mark Simons)
WEST LAFAYETTE, Ind. — A test chamber developed at Purdue University allows engineers to simulate precisely what happens to soil underground during the installation of piles and other structural elements, a research tool for improving construction of everything from buildings and bridges to offshore wind turbines.
The system can be used to study many types of geotechnical structures during both their construction and service life, said Rodrigo Salgado, a professor of civil engineering. Geotechnical research involves aspects of geological science, mechanics and civil and structural engineering.
"The nice thing about the chamber is that it can be used to study many geotechnical problems for which there are neither experimental data nor theoretical solutions," he said.
The researchers have demonstrated the system with cone penetration testing, which can reach depths in excess of 100 feet and is often used to estimate the properties of soil before installing structures both offshore and on land.
"You need to know how strong the soil is to determine how much load you can put on it or whether you need to do something to improve it before building on it," said Monica Prezzi, a professor of civil engineering.
The system consists of a half-circle-shaped chamber 1.2 meters tall and 1.6 meters wide with a transparent window in the side. A series of images is taken with cameras and a digital microscope as the cone penetrometer probe is pushed into the sand. The sand contains colored particles that allow researchers to track the movement of soil particles with a technique called digital image correlation (DIC). The researchers also developed a mechanism that precisely controls the density of the soil by uniformly "raining" the sand into the chamber through holes in a disc-shaped "pluviator."
A paper about the new chamber was awarded a Geotechnical Research Medal from the Institution of Civil Engineers in the UK, meaning it was the best paper of the year in ICE journals with geotechnical content. The paper was published in July 2014 in the journal Geotechnique, and the award will be issued during a ceremony in October. The paper was authored by former doctoral students Mazhar Arshad and Faraz Tehrani, who have graduated, Prezzi and Salgado.
One limitation of current methods of interpreting cone penetration is that there is "no rigorous theoretical solution of the penetration problem," Salgado said. The problem is complicated by the fact that soil sometimes behaves as a solid - when stresses are below certain limits - and sometimes as a fluid, when those limits are exceeded, Salgado said.
"It will behave as a solid up to a point and then it will start flowing more like a fluid," he said. "It is very difficult to analyze a problem like this where you are pushing something into the ground because you have this flow aspect to it, but then you may have soil just around it that is still like a solid."
Experiments using the chamber will provide data for development of models and also to validate new models. Images were shown to precisely track the displacement of soil in the cone penetration experiments.
"The DIC method allows you to model it from an experimental viewpoint because you can actually see what's happening so you can track particle groupings in images, calculate deformations, how much flow has happened, and so on," Salgado said.
It took about five years to design and build the chamber, which was challenging because elements of the system must remain perfectly aligned while objects are forced at high pressure into the soil sample. Another challenge was integrating the transparent window, which is made of 3-inch-thick Plexiglas.
"This was all done from scratch, so we had to spend a lot of time on the details," Prezzi said.
Research findings reveal new details about how the cone penetration tip displaces soil differently at specific depths.
"Until now, nobody has been able to measure the displacement and deformation field around the cone," Salgado said. "So this is the first time we can actually visualize that."
Such research could lead to improved structures.
"You can make the case that if you know things with a lot more accuracy and precision and you understand them on a fundamental level you will prevent failures, and you also do things more economically," Salgado said.
For example, Prezzi said, offshore structures often are founded on carbonate sand deposits, which undergo much more severe "particle crushing" than silica sands upon loading. Properly designing pile foundations for platforms and wind turbines is essential for safe and economical energy production in onshore and offshore environments.
"The challenges posed by carbonate sands, due to their crushability and resulting different mechanical response, are well illustrated by the case of Woodside's North Ranking A platform in Western Australia," she said. "Overestimation of pile capacity from designing in carbonate sand using methods developed for silica sand was a costly lesson, with $340 million in 1988 Australian dollars spent on remedial work."
Accurate testing data might have prevented the failure and avoided expensive repairs, she said.
The new chamber has attracted researchers and civil engineering students from around the world. Six undergraduate students and five doctoral students are working in experimental programs that use the chamber.
The chamber is the first such large-scale system for geotechnical research, enabling the study of problems with axial symmetry, "or symmetry with respect to plane" that would not otherwise be possible, she said. It is housed in Purdue's Robert L. and Terry L. Bowen Laboratory for Large-Scale Civil Engineering Research and has been used to study problems of interest to the Center for Offshore, Foundation and Energy Engineering (COFFEE) at Purdue.
The research has been funded in part by the National Science Foundation. (Grant no. 0969949)
Richard Fragaszy, NSF program director, Geotechnical Engineering and Materials in the Civil, Mechanical, and Manufacturing Innovation Division, said, "Understanding the mechanisms involved in penetration of the ground is essential for the safe and economical design of foundation systems. I am excited by the new research opportunities this equipment makes possible."
Writer: Emil Venere, 765-494-4709, email@example.com
Sources: Rodrigo Salgado, 765-494-5030, firstname.lastname@example.org
Monica Prezzi, 765-494-5034, email@example.com
Note to Journalists: A copy of the research paper is available from Emil Venere, 765-494-4709, firstname.lastname@example.org
Experimental study of cone penetration in silica sand using digital image correlation
M. I. ARSHAD, F. S. TEHRANI, M. PREZZI and R. SALGADO
The problem of cone penetration, particularly deep penetration, remains one of the most challenging in geotechnical engineering. It involves large displacements, rotations and deformation of soil elements in the path of the cone as well as complex response of the soil, including crushing and the development of large mean stresses, to the displacements imposed by the penetration process. As a result, rigorous theoretical solutions are not available for this problem, and experimental simulations of penetration provide insights that would not otherwise be available. This paper presents the results of a series of cone penetration tests performed in a half-circular chamber in sand samples prepared with three silica sands with different crushability. Cone resistance was measured, and digital images of the cone penetrating into the sand samples were acquired simultaneously during the entire penetration process. The digital image correlation (DIC) technique was then used to process these images to obtain the soil displacement field resulting from cone penetration. The results of DIC analyses and measured cone resistance suggest that the soil displacement around an advancing cone depends on the density and crushability of the sand, as well as the depth of penetration. Tests on silica sands with different degrees of crushability show that, for shallow penetration, the displacement vectors near the cone tip are essentially vertical for crushable sand, transitioning to subvertical for less crushable sands. However, for deep penetration, the displacement vectors near the cone tip are mostly vertical below the cone tip. Crushing was observed immediately below and around the cone tip for all sands tested. After passage of the cone, the crushed particles form a thin, crushed particle band of thickness equal to about 2.5D50 along the shaft, with a smaller percentage of crushed particles observed within an outer band with thickness equal to 4D50.