Search Documents
Search Again
Search Again
Refine Search
Refine Search
-
Cockatoo Island Seawall Seepage Barrier (b791f2b4-d692-4b8a-afba-0ecd9b385be1)By Chris L. Powell, Russell J. Denny
"The remotely located Cockatoo Island iron ore mine off the Kimberley coast in the northwest of Western Australia has been in operation since 1951. The mine was recently expanded up to about 50 m (165
Jan 1, 2017
-
Cockatoo Island Seawall Seepage BarrierBy Chris L. Powell, Russell J. Denny
"The remotely located Cockatoo Island iron ore mine off the Kimberley coast in the northwest of Western Australia has been in operation since 1951. The mine was recently expanded up to about 50 m (165
Jan 1, 2017
-
Large Diameter Helical Piles for Refinery ExpansionBy Chris Normand, Paul Volpe, Eric Wey, Howard Perko, Burt Ogilvie, Patrick Murray
"A refinery expansion project for Marathon Petroleum Company in Southern Louisiana required existing medium to large pipe racks to be expanded for additional capacity. Foundation modifications were ne
Jan 1, 2017
-
Diplomacy And Innovation: Octakong And The Hong Kong-Zhuhai-Macau Bridge ProjectBy David White
When finished (projected completion in 2016) the Hong Kong-Zhuhai-Macau Bridge Project will comprise three cable-stayed span bridges and a 4.15 mile immersed tube tunnel - linking Hong Kong to Macau a
-
Diplomacy and Innovation: Octakong and the Hong Kong-Zhuhai-Macau Bridge ProjectBy David White
"When finished (projected completion in 2016) the Hong Kong-Zhuhai-Macau Bridge Project will comprise three cable-stayed span bridges and a 4.15 mile immersed tube tunnel - linking Hong Kong to Macau
Jan 1, 2017
-
Full Waveform Inversion of Cross-Hole Stress Waves for Structural Integrity Testing of Drilled ShaftsBy Joseph T. Coe, Alireza Kordjazi, Michael Afanasiev
Cross-hole sonic logging (CSL) is a common quality assurance measure for the evaluation of the structural integrity of drilled shafts. The results of CSL can be supplemented by a set of tomographic im
Jan 1, 2019
-
Observing Friction Fatigue using High Strain Dynamic Pile TestingBy Ronald Damen, Dion Denes
"Friction fatigue is the loss of soil-pile friction around the shaft area of the pile. It has been observed during impact driving of piles, and has been modelled to a limited degree using physical sca
Jan 1, 1900
-
Behavior of Settlement Reducing Piles under Static and Seismic LoadingsBy Marwa Nabil, Alaa A. Ata
"Recent developments in the analysis of piled rafts has incorporated the load sharing of the raft and the piles to support the superstructure. In the piled-raft system, piles are cast monolithically w
Jan 1, 2016
-
Laboratory Modeling of Internal Erosion in Dam FoundationsBy Kenneth E. Henn, David B. Paul, John D. Rice, Brian H. Greene
"Several laboratory modeling programs have been conducted to investigate the mechanisms associated with internal erosion of dam embankments and foundations. The investigation consists of developing l
Jan 1, 2016
-
Centrifuge Modelling Of Displacement Piles and Installation EffectsBy J. Gniel, L. King, C. Gaudin, C. O’Loughlin
"This paper presents some recent advancements in centrifuge modelling, which enable the installation of displacement piles to be performed in-flight while measuring ground responses. Details and resul
Jan 1, 1900
-
Pile Test Results - 1-15 Corridor Reconstruction Project, Salt Lake City, Utah (Abstract Only) - DFI Member Conference - Seattle, 1998By D. M. Holloway
As a part of the 1-15 Reconstruction Project, static and dynamic (high-strain) testing methods formed the basis to estimate long-term axial capacities, and to assess the magnitudes of bearing capacity
Jan 1, 1998
-
Foundation in Simsima Lime Stone for an Underground ReservoirBy Chandramohan P. V., Ravi Kishore
"An underground reservoir was to be constructed at Doha in Qatar. Simsima lime stone is present at the bottom. When the reservoir is empty, there will be uplift at the bottom but this will change to d
Jan 1, 2017
-
Installation Effects of Drilled Screw Pile In Soft ClayBy Jianhua Wang, Jianming Yao, Zhen Meng, Jinjian Chen
"Drilled screw pile is a newly developed displacement pile foundation which has been applied in soft clay for many years. Compared with traditional circular displacement pile, It is characterized by h
Jan 1, 2015
-
Installation of 10 Feet Diameter CIDHs in Soft Clay Using Rotator/Oscillator on TrestleBy Babak Mamaqani, Pirooz Barar
The Moanalua trestle spanned over Moanalua Stream, Honolulu, HI and was designed to accommodate construction of five 10 feet diameter cast in drilled hole (CIDH) piers as a part of Honolulu Authority
Jan 1, 2019
-
Augered Cast-In-Place Piles Quality ControlBy Rudolph P. Frizzi
The current trend of increasing augered cast-in-place (ACIP) pile diameter, length, and load carrying capacities demonstrates improvements in installation equipment, increased acceptance, and that qua
Jan 1, 2001
-
Contactless Anchor Measurement with Elastomagnetic SensorsBy Damir Dedic, Wörle. Patrick
"Soil properties within a construction project area are analyzed during the planning phase. However, it is only possible to achieve selective soil exploration, even in the case of very extensive inves
Jan 1, 2017
-
Case Study: Stability Analysis for an Existing Bridge Experiencing Riverbank ErosionBy Brandon Smith, William Bohlen
Riverbank erosion along the Brazos River has modified the structural support conditions for an existing bridge structure in Southeast Texas. The 8-span, 1,200-foot long bridge was completed in 1992 al
Jan 1, 2019
-
Inspector?s Guide To Augered Cast-In-Place Piles - Second Edition - Title ? Table Of Contents - 1.0 GeneralThis manual is limited to Augered Cast-in-Place (ACIP) piles constructed using a hollow stem continuous flight auger. 1.1SCOPE AND LIMITATIONS The intent of this manual is to provide guidelines
Jan 1, 2010
-
Inspector?s Guide to Augered Cast-in-Place PilesBy Matthew E. Meyer
The intent of this manual is to provide guidelines for observing and documenting the installation of ACIP piles. The manual may also serve as a guide for the training of inspection personnel. It is ex
Jan 1, 2010
-
Deep-Sea Quay Wall for Offshore Wind Energy Terminal on Maasvlakte 2 Rotterdam – NLBy Patrick van der Schaaf
"During 2016, foundation piling works were completed to allow for the construction of a production and storage/handling terminal in Rotterdam. It is there that steel foundations will be produced for o
Jan 1, 1900