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By Seth Knihtila, Bryce Niekamp, Adam Running

The current home of the Seattle Kraken NHL team is the Climate Pledge Arena in Seattle, Washington. The renovation of the existing 1962 World’s Fair Pavilion transformed the aging and outdated facility into a modern 900,000 square ft., 17,000 seat arena with all modern amenities. Although the existing arena already extended below grade, it included minimal event and amenities space, and did not meet the current needs for a sports and entertainment venue. In order to transform the arena, the site was further excavated to about 60 ft. (18.3 m.) below grade in order to provide additional space and access. The challenge: the existing roof was to remain in place with the majority of the expansion occurring below grade. The existing roof was underpinned on a series of 67 drilled shafts installed with low headroom equipment. In addition, support of the new arena structure required deep foundation support consisting of 117 drilled shafts of varying diameter and depth within the excavation. The primary support of excavation system or shoring system selected was permanent soldier piles and lagging with permanent tiebacks. This installation of the shoring system and excavation had to be completed with the iconic concrete roof, weighing in at 22,000 tons, suspended in place on temporary steel support framing and drilled shafts. The support of excavation system consisted of four elements: the primary perimeter excavation, snorkels, pylon shoring, and the south buttress shoring and support, each of which had their own unique design and construction challenges. In the end, the construction team installed approximately 178,000 square feet of permanent shoring, including 500 soldier piles and 130,000 linear ft. of tiebacks. The performance of the drilled shaft installation was monitored by CSL testing. The performance of the shoring system was monitored by geotechnical instrumentation and performed as predicted in our analysis.

Oct 31, 2023

By Ramin Motamed, Reza Mohammadi

Finite element methods play a crucial role in analyzing dynamic responses within soil-foundation-structural systems during earthquakes. The validation of these models using seismic recordings is paramount for their application in the seismic design of foundations. This paper focuses on the refinement and validation of finite element models developed to study the response of drilled shafts at the Hayward-I580/238 bridge in California. The research methodology employs a two-step finite element modeling approach. In the initial phase, a free-field soil model of the site was developed in a two-dimensional model with OpenSees. Subsequently, a drilled shaft with an elastic section was modeled to investigate the response of the deep foundation to earthquake motions. However, acknowledging that these assumptions may not fully represent actual conditions, a three-dimensional free-field model of the bridge site was developed using OpenSees software in this study. Additionally, an inelastic section model for one of the bridge's drilled shaft was introduced to better capture the shaft's response under seismic forces. Given the relatively weak ground motions recorded by the accelerometers at the Hayward-I580/238 bridge, hypothetical earthquake scenarios were generated to depict the nonlinear response of the model. The available recorded motions were used to fit the target design spectrum at the Hayward-I580/238 bridge following AASHTO-2009. Subsequently, the shaft's reaction was analyzed under seismic forces, examining various parameters such as displacements and reaction forces. The results highlight the impact of the introduced modifications on the accuracy of the finite element models under both weak and strong earthquakes. In conclusion, the enhanced models not only contribute to monitoring drilled shaft behavior during seismic events but also establish a robust framework for future seismic designs of drilled shafts, showcasing the benefits of OpenSees in seismic design of deep foundations. Keywords: deep foundation, drilled shaft, OpenSees, soil-foundation interaction, seismic design

Oct 7, 2024

By Tae H. Lee, Tae-gyun Jung, Sangchul Bang, Guen-woo Park, Sungmin Kim

ADVACT Co., Ltd. of Korea designed, fabricated, and installed a meteorological tower on behalf of Korea South-East Power Co. Ltd. near Yeosu, Korea, in April, 2021. This tower was of its first kind in Korea, where the tower would gather meteorological data for a period of 19 months and then be retrieved, moved and installed at a new location for same data gathering purposes. The meteorological tower’s foundation utilized three-leg suction piles that are 28 m long and 4.12 MN in weight. The super-structure is 69 m high and 6.19 MN in weight with concrete fill. Both suction piles and the super-structure were fabricated and assembled on land and then transported as a single unit to the first site. All-in-one suction installation of the entire unit was completed in approximately 14 h. In November, 2022, the entire tower was retrieved, inspected, transported to the second site, and then installed successfully. This paper describes brief details of the design, construction, and installation of the tower supported on three-leg suction pile foundation. The design of the suction piles considered the conditions of both sites to ensure the stability of the tower when operational at both sites.

Oct 31, 2023

By Peter Sudkamp, Ariel Sarno, Andrew J. King

The design and installation of elliptical shafts for the City of Baltimore, Maryland DPW Contract SC-940, “Hydraulic Improvements to the High-Level Sewer Shed Collection System” (SC-940) will be discussed as a case study for elliptical shafts as an alternative to standard circular, rectangular, or square shafts. The project involved construction of 21 shafts varying from 6 meters (m) to 12 m (20 feet (ft) to 40 ft) in depth. Eighteen (18) of 21 shafts were constructed utilizing liner plate and ring beams including 15 elliptical shafts. Construction challenges included site condition difficulties, namely grouting of boulder cavities, keeping the correct orientation of the slender shaft elements, and minimizing impacts to the construction schedule from the added time necessary to stagger the liner plates, ring beams, and blocking. However, utilizing an elliptical shaft design allowed for property features to remain accessible, management of conflicting utilities within the excavation footprint, and reduced shoring and disposal cost. Ultimately, the decision to utilize elliptical shafts provided a cost saving over traditional shoring options.

Oct 31, 2023

By Mark Wade

This presents an overview of the successful construction of a large diameter using trenchless technologies for renewal in Casper, a region with few large-scale projects. This project preserved and enhanced the City's aging wastewater infrastructure for an additional 100+ years. The pipeline, known as the North Platte Sanitary Sewer Interceptor (NPSSI) represents a nine-mile conveyance system that was initially constructed in four phases between 1980 and 1983 as part of a wastewater regionalization effort in the Casper metropolitan service area. The pipe material for the interceptor was unlined reinforced concrete pipe (RCP). Due to elevated levels of H2S within the pipeline, associated sulfuric acid formation became problematic along the entire interceptor alignment, causing serious deterioration of the NPSSI. The project team of CEPI, BlueWater, and Jacobs utilized a series of internal inspections and investigations of the entire interceptor over a three-year period to assess its condition and requirements for rehabilitation. This led to the first phase of strategic rehabilitation utilizing cured-in-place pipeline (CIPP) by Aegion/Insituform. Construction of the most critical portions of the NPSSI began in mid-2022 and was completed in early 2023. The project scope consisted of 7,600’ of 48-54” pipe rehabilitation along with numerous deep-bury point repairs, junction structures, river siphons, and inlet/outlet structures. Despite record cold winter weather and numerous site challenges encountered, Insituform Technologies delivered the project to the City of Casper with only a single time extension. The total cost of the project was below the original contracted amount, or $8.1M. The Casper NPSSI demonstrates who the successful renewal of a deteriorating wastewater interceptor within a stream-sensitive aquafer can be done using trenchless renewal in the best way possible. Added value was provided from the collaboration by all stakeholders, careful planning, and executing innovative technologies, to achieve an outcome beyond expectation.

Oct 7, 2024

By Tajebe Bezabih, Tonya Sanders Thach, David Sinkhonde, Samia Kirchner, Hunter James, Derrick Mirindi

With the increasing demand for wood driven by population growth and urbanization, this study explores the potential of three-layer particleboards reinforced with waste fibers as a sustainable and eco-friendly alternative in building material technology. It focuses on various waste fibers such as sisal, bagasse, leather shavings, and waste papers, assessing their impact on the structural properties of particleboards. The research thoroughly evaluates key mechanical properties such as the modulus of rupture (MOR) and modulus of elasticity (MOE), as well as essential physical properties like water absorption (WA) and thickness swelling (TS). This investigation delves into the innovative use of organic and natural bio-waste particulates as reinforcing agents in polymer composites, specifically examining their role in enhancing particleboard characteristics. A significant finding of this study is that the enhanced particleboards not only meet, but sometimes exceed, the minimum standards set by various international guidelines for general purposes. This indicates that it is feasible to replace traditional wood fibers with certain organic waste materials while maintaining or even improving the performance of conventional particleboards. This advancement is particularly relevant to the construction industry, as it suggests that these improved particleboards can be effectively used as sustainable structural materials. By utilizing waste fibers, it not only aligns with global sustainability goals but also provides a practical solution for waste management across multiple industries. Consequently, this research represents a significant step forward in the development of building materials that support eco-friendly construction practices and contribute to the circular economy.

Oct 7, 2024

By Paul Creswell, Hannah Davies

London City Airport’s only runway perches on a narrow finger of land close to the old city of London. Formally the central quay of the Royal Docks, the runway is encircled by redundant deep-water berths that were heavily bombed during World War II before its conversion to an airport in the late 1980’s. The owners’ need to increase capacity drove the addition of a parallel taxiway to the runway formed of a 20acre reinforced concrete deck supported by piles over the dock. This paper presents a number of the challenges experienced during the installation of over 1000 piles into the existing dock using cased rotary bored techniques under polymer support fluid for the expansion of the airport. The complex nature of London geology, including features which have not been seen in this detail before, across a site that extended over 1000m in length, required significant time and resources to determine the contributing factors to a number of piles collapses. The most significant causes were locally instability in the Thanet Sand Formation due to faulting and loss of dilatancy associated with post deposition shearing as well as a disturbed ground and groundwater regime due to puncturing of the puddle clay dock liner during UXO clearances. This paper will discuss these challenges encountered and how they were overcome.

Oct 31, 2023

By Joe Smith, Roberto Rodriguez, Francisco Ciruela-Ochoa

Drilled-In Displacement Piles (DDPs) present some advantages over other deep foundation solutions making them suitable for challenging conditions encountered at John F. Kennedy (JFK) International Airport Headhouse Expansion Project. For one, elevated railway tracks required the installation to occur with as little as 12 ft of clearance. Secondly, their ease of installation and overall material requirements deemed them more efficient than traditional micropiles from a schedule and cost point of view. Lastly, the low vibrations induced by DDPs to the surrounding sensitive structures were crucial for an operational airport. All combined contributed to the final decision of recommending this foundation system for the Project. This paper documents the use of DDPs for the Project and documents the design and specification process along with load testing program results and observations made during the construction of production elements from a case history perspective.

Oct 31, 2023

By Francisco Humire

Contemporary design criteria for ground improvement supporting structures frequently specify a maximum post-liquefaction reconsolidation settlement value. Typically, those settlement values are evaluated using methods developed to represent free field conditions in the absence of ground improvement. Centrifuge and full-scale field tests have shown that arrays of dense gravel columns reinforce the ground leading to a reduction of post-liquefaction settlements relative to free field values. Therefore, free field settlement estimations that do not account for the vertical reinforcement effects provided by columnar ground improvements lead to conservative estimates of post-liquefaction settlements. Gingery (2019) proposed a constitutive model able to capture the development of post-liquefaction volumetric deformations and presented its implementation in a finite difference numerical model. The model proposed by Gingery (2019) has the advantage over more simplified approaches in that it more rigorously captures many of the physical processes including porewater pressure dissipation, gradual regain of soil stiffness and strength, downdrag, and stress redistribution. The objective of this work is to further validate the constitutive model proposed by Gingery (2019) and investigate the post-liquefaction settlement reduction due to vertical reinforcement effects for different subsurface profiles. This is done by (1) validating the constitutive model against more recent centrifuge and full-scale field tests, and (2) quantifying the post-liquefaction settlement reduction that is attributable to vertical reinforcement effects for different site conditions. Our simulations show a reduction of 15 to 20% of post-liquefaction settlements relative to free field values when considering vertical reinforcement effects.

Oct 7, 2024

By Joseph Seibold, Kavin Khatri, Siobhan O'Reilly-Shah, Neel Neelakantan

San Francisco’s New Headworks Facility Project consists of the design and construction of a state-of-the-art Headworks Facility designed to treat up to 250 million gallons of wastewater a day. The site is located in the Bayview District of San Francisco, California and is subject to various geohazards, including liquefiable artificial fill, compressible Bay Mud, multiple aquifers (including a pressurized aquifer), and high seismicity. To mitigate these hazards, and to accommodate the anticipated structural load demands, the New Headworks Facility structures were designed to be supported on large diameter drilled shafts. Bi-directional load tests (BDLTs) were designed and carried out to calibrate the analysis and confirm the design. During pre-production construction, two 36-inch-diameter drilled shafts approximately 125 feet long were installed at the project site. Each drilled shaft was instrumented with a bi-directional load cell, Linear Vibrating Wire Displacement Transducers, and eight strain gauges at select locations. The BDLTs were carried out after shaft installation. With careful consideration of the geotechnical conditions, the upward and downward displacement of the shaft segments above and below the bi-directional load cell mobilized at about the same time, allowing for significant data acquisition that resulted optimization for the foundation design. Through the successful implementation of a BDLT program, the drilled shaft lengths were able to be reduced significantly, resulting in substantial cost savings to the San Francisco Public Utilities Commission (SFPUC). This paper presents a discussion of the BLDT program performed for the New Headworks Facility Project, and how BDLT can be implemented as an effective method for estimating capacities on large-scale public infrastructure projects. Keywords: Bi-directional load testing, load cell, drilled shafts

Oct 7, 2024

By Takefumi Takuma, Masashi Nagano, Yuichi Matsuoka

Pressed-in sheet pile bulkheads were built as part of an environmental cleanup known as the Gowanus Canal Environmental Remediation Project in Brooklyn, New York. These pressed-in piles minimized the potential settlement and displacement along the existing canal frontage and nearby buildings. The sheet piles were fully interlocked to be impervious, which was verified with non-declutching sensors. The soil conditions consisted of a top layer of contaminated soft sediment with debris and underlying sand and gravel layers with equivalent N-values ranging from 20 to 100. Coated Z-shaped sheet piles in lengths of up to 70 feet were installed.

Oct 31, 2023

By Scott Lakes

In recent years, Southeast Florida water agencies have been collaborating to develop a regional water supply that is sustainable and affordable. The C-51 drainage canal was selected as a leading candidate for the construction of a water reservoir – named the C-51 Reservoir – to store raw water for future use. The reservoir will capture storm water that is currently lost to the Lake Worth Lagoon estuary for storage. Phase One, recently completed, is estimated to store 14,000 acre-feet and supply 35 million gallons per day (MGD) of raw water to participating utilities. In addition to sustainable water storage and supply, the C-51 Reservoir Project will reduce excess freshwater discharges to the brackish Lake Worth Lagoon and improve water quality. The reservoir would also serve to assist with flood control and Everglades restoration efforts The reservoir design includes a cutoff wall that runs the entire length of the embankment’s axis. The cutoff wall largely consists of a minimum 2.5-foot-wide soil-bentonite (SB) wall with a small section of a soil-cement-bentonite (SCB) wall where twin 96-inch diameter conveyance pipes for the gated control structure cross the cutoff wall alignment. The total length of the cutoff wall is about 20,400 feet and extends through a limestone stratum into underlying sands with a total depth of about 50 feet. The cutoff wall ties into an RCC embankment. This paper provides the approach to construction, quality, and lessons learned from the cutoff wall construction. Details and issues with the cutoff wall tie in are described. Keywords: cutoff wall, soil-bentonite

Oct 7, 2024

By Alan Walka, Paul Deterling

Nestled among the lovely 19th century Greek revival, Queen Anne and Italianate architecture, Somerville High School sits atop the Spring Hill in Somerville, Massachusetts. Originally constructed in 1872, the high school has experienced several major renovations and This is the first in a additions throughout it 147-year history. Citing inefficient heating and cooling systems, inadequate access, structural repairs to its exterior, and that all major building systems were at the end of their useful life, the Massa­chusetts School Building Authority approved a feas­ibility study for construction and renovation and city residents voted overwhelmingly to fund the estimated $256 million project, making it the most expensive high school construction project in Massa­chusetts' history.

Jul 1, 2024

By Jun Han

Coal has been mined in the Kailuan mining area for more than 130 years. The remaining reserves consist of, in large part, coals that would have been considered economically unminable or technically not feasible by the previous generations. Some of the current operations have to resort to overmining because the lower seams had been extracted in the past. This paper deals with the feasibility and proper layout of mining roadways of overmining carried out in the No. 5 seam of Qianjiaying coal mine of Kailuan mining area using numerical and physical simulation. FLAC2D was used to investigate the characteristics of stress and displacement in the overburden after extraction of the lower seams. It also analyzed the proper layouts of gateroads in the upper seams, i.e. locating them in the stress-relief zone of the gob so that their stability can be easily maintained. In addition, a two-dimensional physical model was constructed for investigation of damages to the upper seams due to mining of the lower seams. Finally, based on the results of investigations, proper gateroads layout was designed and successful extraction was implemented for panel 1357 in the No.5 seam.

Jan 1, 2009

By H. W. Newcomen, D. R. Brox

Assessments of the stability performance of open pit highwalls have traditionally been based on consideration of surface movement rates. Although generally accepted in industry, this approach presents challenges for establishing appropriate threshold values to allow for safe mining operations and does not address the issue of total strain. Surface movement monitoring data from a limited number of open pit mining operations in North and South America has been evaluated in terms of highwall strain, rock mass quality and inferred mechanism of instability. Threshold strain levels for key stages of highwall stability proposed from previous work have been reviewed and are generally endorsed based on evaluation of additional data. An empirical highwall strain criteria for the assessment of highwall stability performance is postulated based on the observed trends in highwall strain data from the case histories presented.

Jan 1, 2004

By McIntosh F. Galbraith

This paper describes the use of the magnetometer, under geological direction, in exploration of the Sudbury nickel district. The writer's experience at Falconbridge has led him to the belief that only through detailed work, and by careful correlation of both geological and geophysical results, can geophysical prospecting methods be applied successfully to mining exploration problems. It is hoped that the basic technique described in the paper will be found to have general application.

Jan 1, 1942

By Grader F. E

A linear motor properly wound can serve as a mechanism for separating paramagnetic sulphide minerals, like pyrrhotite, from other sulphides and associated gangue minerals. The effective- ness of separation depends on the energising current of the separator, the frequency of the a.c. cycle, and the particle size of the minerals. The speed of travel of the minerals over the surface of the separator is also a function of particle size, and appears to be constant. The movement of pyrrhotite, magnetite and iron filings of comparable size fraction (150um +74pm) on the linear motor surface has been observed using a cine camera. An attempt has been made to give a theoretical basis for the movement of the particles by calculating the minimum electrical energy required to move them. Further, the rate of decay of magnetic moment of the particles has been estimated for magnetite and it has been found that sufficient residual magnetism existed in the particles after they had been exposed to the first half of an a.c. cycle for them to have like polarity with the second half of the cycle. The particles are therefore repelled from the motor surface every second half of the cycle. This repulsion due to remanent magnetism is the probable cause of particle movement over the linear meter surf, e.

Jan 1, 1980

By T. Barryere, R. B. Pedersen, E. Reeves, A. Stensland, I. Thorseth, T. Baumberger

Venting on ultraslow spreading ridges is far more abundant then previously predicted, and the discrepancy between observed and predicted vent field density may imply that non-magmatic heat sources are common along these ridges (Baker and German, 2004; Escartin et al., 2008; Rona et al., 2010; German et al., 2016). In this study we have estimated the flux from two hydrothermal vent sites situated on the slow to ultraslow spreading Mohns Ridge at the Arctic Mid-Ocean Ridge system (AMOR). The flux estimates have been made using the primordial isotope 3He in the non-buoyant plume above the Loki’s Castle vent field at the northern termination of the Mohns Ridge, and from the Jan Mayen vent fields area situated close to the southern termination of the ridge. Primordial 3He enters the oceans through degassing and mixing with hydrothermal fluids eventually to be discharged at the ocean floor primarily at hydrothermal vent sites and submarine volcanic eruptions (e.g. Clarke et al., 1969; Lupton and Craig, 1981; Lupton, 1998). Once introduced into the water column the concentration will only decrease by dilution due to its conservative behavior in the water column. Water column samples were collected using a CTD (conductivity, temperature, depth) probe (911plus Seabird) with a Niskin water bottle rosette. The water column above the Jan Mayen vent fields (JMVF) was sampled in the years 2006, 2011, 2012 and 2013 (82 samples) and the water column above the Loki’s Castle vent field was sampled in the years 2007, 2008 and 2009 (116 samples).

Jan 1, 2018

By D. R. Torgoson, Th. G. Sahama

"This paper contains some new thermodynamic data for silicates in the series Mg2SiO4-Fe2siO4 and MgSiO3-FeSiO3 and gives the results of a thermodynamic attack on the problems of stability end parageneses.. Although some data are lacking satisfactory agreement with mineralogical and petrological observations is indicated.The use of thermodynamic methods in mineralogy and petrology has been rather limited, because accurate thermal data, especially for the more complicated and more important rock-forming minerals, have been too scanty to permit any systematic application to problems in those fields. It is, nevertheless, a fascinating task to investigate to what extent the mode of occurrence and the stability relations of the minerals and mineral parageneses, as revealed by petrological and mineralogical observations, agree with predictions of thermodynamics. At the present stage of development calorimetric data are needed for most of the abundant silicate minerals.Measurement of the heats of solution in hydrofluoric acid of minerals in the series Mg2SiO4-Fe2SiO4 and MgSiO3-FeSiO3 affords a ready means of obtaining their heats of formation from the oxides. Combination of such data with entropy and heat-capacity values gives a means of obtaining free energies of formation from the oxides, which, in turn, are connected di¬rectly with stability and paragenoses.The two silicates of magnesium, Mg2SiO4 and MgSi03, occur as rock-forming constituents as forsterite and clinoenstatite or enstatite. The orthosilicate (forsterite) forms a series of isomorphic mixtures with ferrous-orthosilicate (fayalite). The continuity of this series, suggested by petrological observations, has boon proved experimentally by Bowon and Shairer.4/ The present work shows that those minerals constitute a series of perfect solid solutions - that is, a series of solid solutions for which heats of formation from the individual pure silicates, Mg2Si04 and Fe2SiO4, aro negligibly small.The metasilicates of magnesium and iron also form an isomorphic series. However, this series differs from the forstorito-fayalite series in the fact that the most iron-rich mixtures, between about En10Fs90 and pure Fs, appear to be unstable with respect to the paragenesis iron-rich olivine plus quartz. The supposed instability of pure FeSiO3 as a crystalline compound, at least at high and at moderate temperatures, is remarkable, as no crystal struc¬tural reason for such instability is apparent. The present work indicates, also, that these minerals form a perfect series of solid solutions and throws additional light on the instability question.In the following, the samples used in this investigation will be described. For each of the natural olivines and orthopyroxenes, with the exception of sample L, a chemical analysis was made of the purified and actually used fraction. All the analytical work was carried cut by Oleg v. Knorring, and the specific gravity determinations, by moans of a pycnomctcr, by Oiva Joensuu, both of the University of Helsinki, Finland. The determinations of the optical properties were made by Mrs. Toini Mikkola, of the Geological Survey of Finland."

Feb 1, 1949

By A. Moss

The Palabora Mining Company has successfully extended the life of its operation by developing a 30 000 tpd block cave underground mine below the now closed open pit. The process of transitioning from surface to underground mining has been technically, operationally and managerially challenging. This has been due to a number of factors, in particular, the development of a block cave in a very competent rock mass. The competence of the rock mass is clearly demonstrated in the open pit that preceded the block cave, one of the steepest deep open pit excavations in the world. With cave breakthrough, however, the pit was ?instantaneously? deepened by 400 m causing a major failure of the north-west wall involving close to 100 Mt of waste material.

Jan 1, 2006