The DigIndy Tunnel System – A Boring Solution to Solve Indianapolis’ Combined Sewer Overflow Problem

Wednesday, Novemeber 30, 2016, 12:00 – 13:00 pm, 2312 Yeh Student Centerjeremy-kosegi

Mr. Jeremy Kosegi is currently an Engineering project Manager at the Citizens Energy Group. He got his B.S. in Civil Engineering from Purdue University and later a Masters in Environmental Engineering from University of Illinois Urbana-Champagin.

The DigIndy Project is a nearly 28-mile long network of 18 foot diameter deep rock tunnels being built 250-feet beneath the city. Beginning near the Indiana State Fairgrounds on the north, and ending on the south side of Indianapolis, DigIndy will be the largest public works project in the city’s history.

Tunnel system will extend along Fall Creek, White River, Pogues Run, Pleasant Run and Bean Creek to create a collective, underground storage and transport facility for wastewater (sewage). All sewage stored and transported in the tunnel system is sewage that otherwise could have gone directly into our waterways. The tunnel system is a component of the federally-mandated plan to reduce raw sewage overflows into our waterways.

Please view the flyer and bio attached for further details:16-11-30-jeremy-kosegui

Deep Plastic Concrete Cut-off Walls & Mixed In-Place and Cutter Soil Mixing Technique and its Application

Tuesday, September 27, 2016, 08:00 – 09:20 am, 1311 Yeh Student Center  

Tuesday, September 27, 2016, 12:30 – 02:00 pm, 2310  Yeh Student Center
500px-Bayer-process-en.svgBauer logo

Dr. Beckhaus completed his undergraduate degree in Civil Engineering in 1994 from the Technical University in Munich (TUM). He worked as a research assistant at the center for building materials at TUM from 1994 to 2003 where he also completed his PhD (Dr.-Ing.) in ground improvement in 2003 under Professor Bauer. Since 2003, Dr. Beckhaus has worked with Bauer Spezialtiefbau GmbH in Germany, a worldwide foundation and ground improvement contractor. He is the Director of the Technical Services Department for Bauer, which employs 25 people that specialize in geotechnical, measuring and surveying, and building materials engineering and testing, that support Bauer’s operative units by consulting on projects and improving their technical procedures by systematic close-to-the-job observations and research.

Dr. Beckhaus will discuss the use of mix-in place and cutter soil mixing techniques for constructing excavation walls and seepage barriers. His presentation will include several case histories, which illustrate these new construction techniques and important aspects of the design and execution of mix-in place and soil mixing techniques.

Dr. Beckhaus will discuss the use of deep plastic concrete for dam and levee seepage cut-off walls. His presentation will include several case histories, e.g., Peribonka Dam in Quebec, Canada, Herbert Hoover Dike in Florida, and Center Hill Dam in Tennessee, and important aspects of the design and execution of deep plastic concrete cut-off walls.

Please view the flyer and bio attached for further details: GESO-Guest-Speaker-Flyer-Karsten-Beckhaus

Embankment Dam Instrumentation and Dam Flood Case Histories

Glen Bellew, M.S., P.E.
Chief of Geotechnical Design and Dam Safety for the US Army Corps of Engineers
9 / 22 / 2016
8:00 – 9:20 am
1311 Newmark Civil Engineering Building

Glen

Since joining the Corps in 2004, he has worked extensively on flood risk management projects around the country including dams, levees, and floodwalls. Mr. Bellew has experience in design, construction, risk assessments, inspection, flood fighting, and rehabilitation of flood risk management projects. He is a double graduate of the University of Missouri – Columbia, receiving a Bachelor’s degree in Civil Engineering in 2002 and a Master’s Degree in Civil Engineering with a Geotechnical emphasis in 2004. Mr. Bellew is a licensed Professional Engineer in the state of Missouri.

Please view the flyer and bio attached for further details: GESO-Guest-Speaker-Flyer-Glen-Bellew

 

Reopening I-65 using Micropiles in Artesian Conditions after Bridge Settlement

Brett Zitny, P.E, M.S.      &     Aaron Evans, P.E, M.S.

Nicholson Construction Company

9 / 21/ 2016

12:00 pm – 1:00 pm

1311 Newmark Civil Engineering Building

brett

Aaron Evans is the Chicago Area Manager for Nicholson Construction Company, where he is responsible for sales, business development, and project oversight in the Chicago metropolitan area, Illinois, Wisconsin, Minnesota, Iowa and Missouri. He began his career in 2006 with Nicholson, and his roles throughout his ten years with the company have included engineering, project management, estimating, and business development. He is experienced in Nicholson’s various geotechnical capabilities, with extensive experience in jet grouting and diaphragm walls. He has been intimately involved in major infrastructure projects, including the North Shore Connector in Pittsburg and the Second Avenue Subway in Manhattan. Mr. Evans holds a B.S. and M.S. degree in Civil Engineering from Purdue University.

 

Brett Zitny is a Project Manager for Nicholson Construction Company, where he is responsible for business development, estimating and project management for Nicholson’s Chicago office. His roles throughout his career have included operations, engineering, estimating, and management of geotechnical projects, including grouting, ground improvement, earth retention, and deep foundations. He is a graduate of the University of Illinois, with a B.S. and M.S. in Civil Engineering, both with an emphasis in Geotechnical Engineering.

Please view the flyer and bio attached for further details: GESO-Guest-Speaker-Flyer-Brett-Zitny

How Well Do Current Empirically-Based Attenuation Relationships Capture Nonlinear Site Effects?

Wednesday, May 4, 2016 – 12:00 – 01:00 pm, 2312 Yeh Student Center

Idriss

Izzat Idriss, PhD
Professor Emeritus – University of California Davis

Starting in the early 1970s, examination of recorded data at soil and rock sites over the past years has indicated that: earthquake ground motions recorded at “rock” sites are greater than those recorded at soil sites at distances close to the source; and the earthquake ground motions recorded at “rock” sites are smaller than those recorded at soil sites at distances farther from the source. The study by Duke et al. (1972) relied mostly on recordings from the 1971 San Fernando earthquake. The study by Seed et al. (1976) included a number of other earthquakes in addition to the 1971 San Fernando earthquake.
The 2014 NGA West2 studies included collection of numerous earthquake ground motion data recorded at a wide range of site conditions. These indicate similar trends to those obtained in the 1970s. This difference in the variations of earthquake ground motions recorded on “rock” sites compared to those recorded on soil sites is attributable to the nonlinear site effects. The current 2014 NGA West2 published models are also examined to assess whether the trends exhibited are captured by the attenuation relationships employed in these models. The results of this examination will be presented during this talk. Essentially, none of the 2014 NGA West2 relationships captures the trend sufficiently to fully capture the nonlinear site effects evident in the data.
I.M. Idriss is a UC Davis professor emeritus of geotechnical engineering whose research on soil mechanics and foundation engineering has influenced the construction of dams, nuclear power plants, seaports, office buildings, residences, hospitals, railways, and bridges around the world. In 1999, Idriss received the UC Davis Distinguished Public Service Award, an honor that recognizes faculty members who have made public service contributions to the community, state, nation and world throughout their professional careers. This followed his 1989 election to the National Academy of Engineering and the many high honors he has received from the American Society of Civil Engineers.

Please view the flyer and bio attached for further details: GESO Guest Speaker Flyer – Izzat Idriss

Epic Fail- Shedding Light on Underground Risk

Monday, April 11, 2016 – 5:00 – 06:00 pm, 1311  Yeh Center

2016-04-07_19-35-36

Rory Ball & Michael Vitale
Hatch Mott MacDonald

Several recent tunnel projects will be covered, including how geotechnical risks were identified and mitigated (or not) through the design effort.  Results during construction will be compared with expected outcomes.  Projects include: the micro tunnel that almost blew up Southern California; a shaft that also doubles as a very deep swimming pool; and a collapsed building in New York that supplied ducks to all of the local Chinese restaurants (police suspect ‘fowl’ play).

Mr. Ball’s experience includes planning, design, resident engineering, and project management roles on a wide variety of tunnel and underground construction projects.  He has in-depth knowledge in the areas of contract document preparation, trenchless construction, conventional tunnel excavation, TBM tunneling, pressurized face tunneling, portal design, and shaft and tunnel initial support design.  Mr. Ball leads a diverse working group of trenchless experts for the tunnel practice within HMM.  His worldwide experience includes projects in a dozen U.S. states, Canada, Japan, and New Zealand and includes tunnels in soft mud with zero blow count, to extremely abrasive soil with abundant cobbles and boulders, to glacial till, to a variety of hard rock types.

Mr. Vitale has extensive worldwide experience in the underground industry.  His areas of expertise encompass soil and rock engineering, hand-mined and TBM tunnels, pressurized-face tunnels, tunnel and shaft lining systems including segmental linings, micro tunnels, and other underground construction/braced excavations.  He has served as Design and Project Manager on some of the largest CSO tunnel projects in the United States and Southeast Asia.  Several of these projects have won international awards and recognition for innovations in tunnel methodology, lining design and drop shaft design/construction.  Mr. Vitale is a frequent author/presenter at national tunnel conferences and is active on many national technical committees and organizations.  He recently authored Chapter 7- “Wastewater Tunnels” in The History of Tunneling in the United States and was one of the primary authors of the ASCE Standard Guideline for Micro tunneling.

 

Please view the flyer and bio attached for further details: GESO Guest Speaker – Ball and Vitale

In-Place Weathering of Late-Stage Volcanic Materials at Ka Loko Dam, Hawaii

Friday, April 15, 2016 – 12:00 – 01:30 pm, 3310 Yeh Center

David_Groholski

David R. Groholski, PhD, PE
Senior Engineer, Civil Engineering

Ka Loko Dam, in Kauai, Hawaii, failed suddenly and catastrophically on March 14, 2006.  The resulting broad “U”-shaped breach was marked by three distinct topographic benches.  The lowest bench was founded on a greasy, waxy, gel-like material produced by in-place weathering of late-stage volcanic materials.  Gravel-size pieces in the hydraulic fill of the embankment derived from these materials were also weathered in place.  Engineers and geologists generally assume that the strength, stiffness, and durability of bedrock, earth, and embankment materials will not vary over the operating life of a hydraulic fill dam.  However, bedrock materials can progressively weather into soil constituents over “geologic time.”  In the case of Ka Loko, late-stage volcanic materials substantially weathered in-place over approximately 115 years.  Prolonged exposure to seepage of anoxic water completely weathered the bedrock to saprolite, including weak, sensitive, fine, spherical halloysite clay.

Please view the flyer and bio attached for further details: 16-03-22 – David Groholski

Seismic Response of a High Plasticity, Diatomaceous Naturally Cemented Soft Clay Deposit

Moday, April 4, 2016 – 15:00 – 16:00 pm, B218 Newmark Civil Engineering Laboratory

Xavier Vera

Xavier Vera-Grunauer, PhD
Director of the Engineering Institute at the UCSG and CEO of Geoestudios

High plasticity deltaic estuarine clays (non-liquefiable NEHRP F sites) are the predominant soils in Guayaquil City in Ecuador. A new geotechnical characterization scheme for these soils was proposed based on geological studies, historical data of geotechnical and insitu explorations. Accordingly, some correlations were developed between geotechnical parameters and seismic response properties to characterize the Guayaquil soil deposits for dynamic analyses. Based on the calculated elastic and inelastic responses of these soils, a seismic zonation for the city was proposed. In addition, a detailed procedure for estimating a design site response spectrum for Guayaquil City’s prevalent soil conditions was developed. The experimental results and numerical procedures presented in this research provide a framework for understanding the mechanical behavior of the estuarine-deltaic, high plasticity, diatomaceous, naturally cemented clay and provide key information for the design of engineered systems in Guayaquil and for cities worldwide, with similar geomorphological, seismic, and geotechnical characteristics.

Please view the flyer and bio attached for further details: GESO Guest Speaker – Dr. Xavier Vera

Experiences in large slope stability problems under complex geology

Friday, March 4, 2016 – 12:00 – 1:00 pm, 3310 Yeh Student Center

Camilo Marulanda, Ph.D.
Technical Manager, INGETEC

This presentation presents a brief summary of the origin of metamorphic rocks, specially schist and the presence of shear or gouge zones in metamorphic rocks, as defects that induce weakness characteristics to the rock mass and that depart substantially from the traditionally evaluation of joints and discontinuities, turning eventually into failure surfaces that govern the stability conditions of surface works. The effect these weak zones inflict into the metamorphic rock mass, especially to schist, causing significant slope stability problems, is illustrated through three case histories. The presence of such defects in the rock mass, detected and analyzed by means of exploratory holes drilled from the surface, can be hardly anticipated during the design stage as far as location, dip direction and geotechnical characteristics, given their erratic alignment within the rock mass, and their disguise during the drilling processes when the clay infill is washed away by the drill water, making their recognition and readiness for lab test sampling even more difficult. Special care of these geologic features, often present in metamorphic rocks, must be taken through: 1) direct exploration –such as galleries–, 2) the elaboration and interpretation of adequate geological models and corresponding sensitivity analyses of shear strength parameters of the established failure surfaces and 3) sound decision making and implementation of stabilization measures based on engineering judgment.

Please view the flyer and bio attached for further details: GESO Guest Speaker – Camilo Marulanda

Instability of Sand and its Implications for the Design of Tailing Dams

Tuesday, March 1, 2016 – 11:00 – 12:00 pm, 2312 Yeh Student Center

Jian Chu, Ph.D.
Nanyang Technological University, Singapore

Static liquefaction or flowslide is considered as one of the most common failure mechanisms for granular slopes or tailings dams. One of design approaches adopted is to use the residual strength or the so-called post-liquefaction undrained shear strength. However, there are a number of problems associated with this approach. One of them is that the post-liquefaction strength cannot be determined properly experimentally. The assumption of an undrained condition is also questionable for sand or tailings with relatively high permeability under static loading conditions. In this seminar, instability behavior of sand under undrained, drained, and other than undrained conditions are presented to illustrate that instability does not have to occur under an undrained condition and “undrained” does not have to be taken as a design assumption. Based on the new findings, a different design approach to use the stress ratio of instability line or the peak strength ratio is suggested.

Please view the flyer and bio attached for further details: Jian Chu, PhD

 

Problematic Soils in Australia and New Zealand

Thursday, March 3, 2016 – 12:00pm, B02 Coordinated Science Laboratory (CSL)

Sergei Terzaghi , Principal at ARUP

Australia and New Zealand contain many unusual and/or problematic soils.  Failure tounderstand the properties and behavior of these materials will lead to major cost overrunsand substantial difficulties in projects involving these materials.  Conversely, designingthe projects to take into account the unusual properties can lead to significant costsavings.  A number of case histories from both countries will be presented to illustrate theunique properties and how these properties can either lead to an economical design or toproblems. In New Zealand, there are two groups of soils that lead to fairly unusualproblems. The first is the pumiceous materials of the Central Volcanic Zone and theirallophane rich weathered materials, and the second are the residual soils of Auckland andNorthland.  All of these materials have high void ratios, but contrary to expectation, theyare often quite strong and stiff. Once a critical yield stress (or strain) is reached however,their behavior changes quite radically.  The reasons and consequences will be discussed.

Please view the flyer and bio attached for further details: GESO Guest Speaker -Sergei Terzaghi

Geo-Institute (ASCE) Cross USA Lecture

Wednesday, February 10, 2016 – 12:00pm, 3310 B02 Coordinated Science Laboratory (CSL)

Briaud

Professor Jean-Louis Briaud, Ph.D, P.E
Distinguished Professor, Texas A&M University, President of FedIGS

Technical Communications: Humor and Philosophy

Professor Jean-Louis Briaud is a Distinguished Professor and Holder of the Spencer J. Buchanan Chair in the Zachry Department of Civil Engineering at Texas A&M University. He has served as President of the Association of Geotechnical Engineering Professors in the USA, President of the Geo-Institute of the American Society of Civil Engineers, President of the ISSMGE, and is the current President of the FedIGS. He will be delivering cross country lectures at major universities of the United States and the University of Illinois will host him during such an instance.
His lecture will address some of the basic rules of technical communications, illustrated with a collection of events and situations related to communication problems and solutions in the technical world. Case histories such as the Washington Monument, the Woodrow Wilson Bridge, and the World War II cliffs of Normandy will be used. The goal of the lecture will be to share his valuable experiences.

Please view the flyer and bio attached for further details: Cross Country Lecture by Professor Briaud

Links to Professor Briaud’s presentation:

Lecture Video:

https://recordings.engineering.illinois.edu:8443/ess/echo/presentation/4e71bab6-d1ff-4398-900a-04a7fa4c3384

PPT File: Cross USA-Briaud-Illinois

Fixing the crack in Wanapum Dam

11/06/2015 – 12:00pm 3310 Yeh Center

rick d

Rick Deschamps PhD, PE, Vice President Nicholson Construction

Dr. Rick Deschamps is currently the Vice President of Engineering at NicholsonConstruction Company where he oversees Nicholson’s design group in the development ofcompetitive design-build systems for geo-construction projects throughout the U.S.A.  Hereceived his Bachelors and Masters in Civil Engineering from the University of South Florida andhis PhD in Civil Engineering from Purdue University in 1992. Afterwards Dr. Deschamps spent some time as an Assistant Professor within the Civil Engineering department at Purdue, followed by a number of years at FMSM Engineers in Kentucky, where he was heavily involved in design using advanced numerical models to address complex problems. He has been with Nicholson for the past 11 years, serving first as the Manager and now the Vice President of Engineering. He recently received the ASCE’s Wallace Hayward Baker award in 2013 in recognition of ingenious innovation in ground modification. He is a licensed professional engineer in several states and now has over 30 years of industry experience in consulting, academia and construction.

Please view the flyer and bio attached for further details: GESO Guest Speaker – Rick Deschamps – Nicholson Construction

 

Upcoming GESO Seminars

10/30/2015 – 12:00pm 3310 Yeh Center

lile simonton

Mr. Lyle Simonton from Subsurface Constructors

“Practical Considerations in Foundation Construction: A Contractor’s Perspective”

Please view the flyer attached for further details: GESO Guest Speaker – Lyle Simonton – Subsurface Constructors

 

11/02/2015 – 12:00pm 2312 Yeh Center

Mr. Ahmed Baghdady, UIUC PhD Student

“Oso Landslide Failure Mechanisms and Material Properties”

Please view the flyer attached for further details: GESO Guest Speaker – Baghdady and Stark

 
 

CEE Career Fair

The CEE Fall 2015 Job Fair is to be held in the Newmark Civil Engineering Laboratory (Crane Bay)  on Thursday September 24th, between 9:30 am and 3:30 pm. A flyer with a listing of geotechnical companies is attached. Make sure to bring your i-card to check in at the job fair.

Geotechnical Engineering Companies

Geotech Potluck Picnic

The Geotechnical Engineering Student Organization would like to announce the fall “Geotech Potluck Picnic” this Saturday, September 19th at Illini Grove Park from 11:00 am – 3:00 pm. This is a great opportunity to grab a bite with your classmates and professors and meet the new faces in the program.  Friends and family are also welcome. If you could bring a dish to contribute to the outing that would be great. See you Saturday!

Please view the flyer attached for further detail: GESO Picnic Poster

Distinguished Lecture: Dr. Michael Wysockey

On Wednesday (5 November 2014) at 12:00 PM, Dr. Michael Wysockey will be  giving a presentation on the “Underpinning and Earth Retention for State Farm Center and University of Chicago” to DFI in room 3310.
Food and Refreshments Provided!
We look forward to seeing you there!

Distinguished Lecture: Dr. Peter K. Robertson

will be giving a Dr. Peter K. Robertson of Gregg Drilling & Testing Inc. will be giving a  presentation this Wednesday (04/02/2014) on the use of CPT in California and its rising applicability in geotechnical projects.

The presentation is sure to be interesting and helping, so we encourage you to attend and give Dr. Peter K. Robertson a warm U of I welcome!

We look forward to seeing you there!

GESO Distinguished Lecturer – Dr. Peter K. Robertson (4.2.2014)

GESO Guest Speaker

Thomas E. Mack, P.Efrom U.S. Army Corp. of Engineers will be joining us this Friday, January 31st 2014 at 12:00 PM in room 3310 for a presentation on the applications of sand levees from the late 1800s to the present day, the basis of standard design procedures and their relative advantages and disadvantages
The attached link provides an abstract and more information regarding the presentation.

Student Presentations

Ryan Leigh (advised by Professor Scott Olson)
Joseph Gamez (advised by Professor Timothy Stark)
Date: Friday, November 8th at 12:00 PM
Location: Newmark 3310
Lunch: Brownbag and BAKE-OFF (explained below)

GESO BAKE-OFF!

For the past few months there has been serious smack talk between Ryan Leigh, Steve Wilk, and Tom Dehlin about who can bake the best cookie/dessert/pastry. To settle this dispute, a GESO bake-off will occur on Friday, November 8th for the Student Presentations. The competition is open to all GESO members who are willing to throw themselves into this oven of a dispute.

PhD Final Defense

Developments in Large Scale Discrete Element Simulations with Polyhedral Particles by Seung Jae Lee

– Practice presentation
Date: 2PM on Nov. 4th (Mon)
Location: B218 classroom (Lower Level), NCEL

– Final defense
Date: 1PM on Nov. 13th (Wed)
Location: Room 2240 at Digital Computer Laboratory (located at the south of Newmark bldg); the floor plan is shown below

Room2240_DCL

Please join and give him a hard time!

SJLee_PhD_Final_Defense_abstract

PhD Dissertation Defense

Integrated Computational-Experimental Soil Behavior Characterization from Direct Simple Shear Tests on Boston Blue Clay – by Sungwoo Moon

One of our fellow members – Sungwoo Moon – will be defending his Ph.D. dissertation “Integrated Computational-Experimental Soil Behavior Characterization from Direct Simple Shear Tests on Boston Blue Clay”

It would be appreciated if GESO members could the practice presentation on Tuesday. His abstract is attached. Hope to see you there!

Practice Presentation:
Tuesday, October 15th, 9:45 AM
Quade Lounge

Ph.D. Defense:
Thursday, October 17th, 9:00 AM
Newmark 3350

Sungwoo_Moon_Abstract

Lecture by Dr. Norman Abrahamson

Please join us at 12 pm on Oct. 9th (Wed) in Yeh Center Room 3310
for a presentation by Dr. Norman Abrahamson, Engineering Seismologist at Pacific Gas & Electric Co. and Adjunct Professor at University of California at Berkeley.

The presentation is entitled: “Developing time histories for seismic design and risk assessment: How much variability should be included?” The attached flyer provides more information regarding the presentation, including an abstract and a short biography of Dr. Abrahamson.

The presentation is sure to be interesting and informative, so we encourage you to attend and give Dr. Abrahamson a warm U of I welcome.

We look forward to seeing you there!

GESO_Guest_Speaker_Abrahamson_10092013

2013-2014 GESO Board

President – Steve Wilk
Vice President – Nathan Liggett
Treasurer – Mohamad Jammoul
Secretary – Lopa Bhaumik
Engineering Council Representative – Jeff Wallace
Social Chair – Aaron Leopold
Webmaster – Thierno Kane
Presentation/Guest Speaker Chair – Erin Dillon

Congratulations to everyone elected!

GESO/DFI Elections

Our next GESO meeting is this Friday (9/20) at Noon in Yeh Center Room 3310. Professor Olson will give a presentation on “The History of Geotechnical Engineering at the University of Illinois,” then we will hold elections to determine the 2013-2014 board of GESO and DFI.

Pizza and refreshments will be served.