| article# |
description |
author(s) |
| 2348 |
Applications of known concepts for management of construction vibrations |
Mark R. Svinkin |
| 2349 |
Ethical and Risk Aspects of Deep Foundation Subcontracts |
Alexander Filotti, Richard Kalson |
| 2350 |
Execution of Diaphragm and Cut-Off-Walls in rock – applications, performance and limits |
Franz-Werner Gerressen, Albert Neumann, Giancarlo Santarelli |
| 2351 |
Strength and Deformations of Piles Supporting Transient Pipe Anchors in Heavy Industrial Pipelines |
Konstantin G. Ashkinadze |
| 2352 |
Ground Disturbance Due to Static Pressure Driving of Opened-Ended PHC Piles |
Guowei Li, Andrew C. Amenuvor, Xiaocen Lu, Jiantao Wu, Thang N. Nguyen |
| 2353 |
PERFORMANCE MONITORING FOR DEEP EXCAVATIONS |
Alexi J Neill |
| 2354 |
“TREVI-CALATORE”: AN INNOVATIVE SYSTEM FOR THE INSTALLATION OF STRUCTURAL COLUMNS IN TOP-DOWN EXCAVATION AND TUNNELING |
Alessandro Bertero, Vincenzo Tirozzi, Manuel Toniolo |
| 2355 |
A Case Study, Design Change From Spread Footing to Drilled Shafts |
Mohammad Ayub Iqbal, Ph.D, P.E., Drew M. Kurtz, P.E., Sara F. Frailey, P.E., Jeff L. Rai, P.E. |
| 2356 |
A COMPARATIVE STUDY ON BEHAVIOR OF BUCKET PILE IN SAND ACCORDING TO INSTALLATION METHODS |
Juhyung Lee, Jinung Do, Sung-Ryul Kim |
| 2357 |
A Decade of Experience with Drilled Foundations in Honolulu |
James W. Niehoff, MSCE, PE |
| 2358 |
A STUDY ON BEARING CAPACITY OF WAVEFORM MICROPILES USING CENTRIFUGE TEST |
Young-Eun Jang, Jin-Tae Han, Chengcan Wang |
| 2359 |
A TALL SLENDER TOWER RISES ON SECANT PILES AND DRILLED SHAFTS |
Sitotaw Y. Fantaye, T.C. Michael Law, Renzo D. Verastegui, Alfredas Daugiala |
| 2360 |
Accumulated rotations of bucket foundations under long-term cyclic loads in sandy ground |
Sung-Ryul Kim, Si-Hoon Lee, Woong-Jong Park, Juhyung Lee |
| 2361 |
ACIP Pile Performance in the Northeastern United States |
W. Morgan NeSmith, Jr |
| 2362 |
AN ALTERNATIVE APPROACH FOR ESTIMATING THE VERTICAL CAPACITY OF L-SHAPED SEGMENTAL UNDERPINNING SYSTEMS IN URBAN BASEMENT CONSTRUCTION |
Abid O. Adekunte, David Hilton, David Greentree |
| 2363 |
Applications of diaphragm wall technology for deep foundations and permanent underground structures for the Transbay Transit Center and the Transbay developments |
Mikael Calando, Thomas Joussellin |
| 2364 |
BEHAVIOR OF SETTLEMENT REDUCING PILES UNDER STATIC AND SEISMIC LOADINGS |
Alaa A. Ata, Marwa Nabil |
| 2365 |
CONSTRUCTION OF A DEEP SOIL MIXED CUT-OFF AND RETAINING WALL IN RICHMOND BC |
Keith MacKay, Fernando Faminia, David Siddle, John Carter |
| 2366 |
DESIGN ISSUES FOR MINI-CAISSONS IN THE NYC AREA |
Nidal M. AbiSaab, P.E., Joseph J. Caciola Jr., P.E. |
| 2367 |
Drilled Displacement Piles in the Northeastern United States |
W. Morgan NeSmith, Jr |
| 2368 |
Driven Pile Foundation Design and Construction Issues for A High-rise Building in Manhattan |
Sandy Larimer, Satyajit Vaidya, Rudolph Frizzi |
| 2369 |
FULL SCALE UPLIFT LOAD TESTING OF MICROPILES IN COHESSIONLESS SOIL |
Maged A. Abdlrahem, M. Hesham El Naggar |
| 2370 |
GROUND IMPROVEMENT BY DRY CONCRETE COLUMNS |
Tatiana Tronda |
| 2371 |
High Capacity Drilled Piles in Brooklyn |
Frederick C. Rhyner, Steven R. Lowe, Ahmed Elmekati |
| 2372 |
HIGH CAPACITY GROUTED HELICAL PILES |
Mohamed A. Mansour, Ahmed M. Soliman, M. H. El-Naggar |
| 2373 |
Innovative Deep Foundation Support using Ductile Iron Piles |
Doug LeDo, Thomas Billups, David Carchedi, Brendan FitzPatrick |
| 2374 |
Innovative SSP Design and Construction for a Complex Soil Remediation Project |
Mark C. Spence, P. Eng., Matthew C. Janes, M. E. Sc., P. Eng. |
| 2375 |
Installation of Secant Pile Wall in Rock Adjacent to Fragile Building |
Chu E. Ho, Alfredas Daugiala, Nicola Ebanks |
| 2376 |
Micropiles in an Urban Setting - TBTA Verrazano Narrows Bridge HOV/Bus Ramps in Brooklyn, NY and the NYSDOT Kosciuszko Bridge Replacement Brooklyn NY |
Brian T. Felber, M.D. Riegel |
| 2377 |
PILED-RAFT FOUNDATIONS IN BELARUS |
Sernov V. A. |
| 2378 |
PREDICTION OF AXIAL GEOTECHNICAL RESISTANCE OF BASE GROUTED DRILLED SHAFTS |
Ehab S. Shatnawi, Emad Farouz |
| 2379 |
Removal of the Former San Francisco-Oakland Bay Bridge Foundation Caisson E3 by Mechanical Means and Explosives |
Michael Gebman, Jack Gerwick |
| 2380 |
Replacement of the Kosciuszko Bridge Brooklyn Connector: An Integrated Design and Construction Approach |
Britain A. Materek, M.D. Riegel, P.B. Piazzimenti, E.M. Zamiskie |
| 2381 |
ROCK SOCKETED DRILLED SHAFTS FOR THE GOETHALS BRIDGE REPLACEMENT |
John P. Turner, Steven S. Dapp, Dan A. Brown |
| 2382 |
Screw and Straight Pile Behavior under Cyclic Compressive Loading in Dense Sand |
Adnan A. Malik, Jiro Kuwano, Shinya Tachibana, Tadashi Maejima |
| 2383 |
Silver Star Motors "Tackles" Brownfield Site and Adjacent NYCT Subway |
Michael J. Chow, PE, Dharmil Patel, EIT |
| 2384 |
TBM Recovery Shaft Construction- SR-99 Tunnel |
John Starcevich, Lance Rasband, Richard Hanke |
| 2385 |
UB DIGS DEEP AND BUILDS OVER ADJACENT SUBWAY FOR NEW MEDICAL BUILDING HUB |
Walter E. Kaeck, Lisa R. Papandrea, David Chen |
| 2386 |
USE OF APG PILES FOR SUPPORT OF NEW HOSPITAL REPLACEMENT WING IN A SITE SUSCEPTIBLE TO EXCESSIVE GROUND SETTLEMENT |
Justin Ray, Maria Flessas, Langan Treadwell Rollo |
| 2387 |
Bored Pile Construction Challenges in Highly Variable Limestone for a Supertall Building |
Seth K. Martin, Alan R. Poeppel, Konstantinos Syngros, Tony Nichlany |
| 2388 |
Buttressing Berms for Stability of Cantilever Sheet Piles – Limit Equilibrium and Finite Element Approaches |
Meena L. Viswanath, Mustafa B. Erten, Ali Ebrahimi, Ming Zhu, John F. Beech |
| 2389 |
Deep Foundation Support for the Iconic New York Wheel |
Quadri Owokoniran, Satyajit Vaidya, Rudolph Frizzi, |
| 2390 |
Design, Construction Challenge and Quality Control of A Deep Soil Mixing System for Waterfront Slope Stabilization |
Yan Lap J. Kan, GE, CEG |
| 2391 |
Fraser Heights Bridge – Comparison between PDA Tests and Pile Capacity Estimation Methods |
Ali Azizian, Brian Hall |
| 2392 |
GOETHALS BRIDGE REPLACEMENT FOUNDATION DESIGN MODIFICATIONS DUE TO FIELD CONDITIONS |
Bobby Daita, John P. Turner, Mark Jen Ph.D., |
| 2393 |
GOETHALS BRIDGE REPLACEMENT PROJECT - PERFORMANCE-BASED DESIGN OF THE DRILLED SHAFT FOUNDATIONS |
Chunli Wei, Mark Jen, Xiaojun Wang |
| 2394 |
INCLUSION OF OVERBURDEN FRICTIONAL RESISTANCE INTO SHAFT NOMINAL CAPACITY FOR SIGNIFICANT ECONOMIC SAVINGS – AN O-CELL TEST CASE STUDY |
Aditya Ayithi, Dean Herbst, William G. Ryan |
| 2395 |
INFLUENCE OF SURFACE REPLACEMENT LAYER ON BEHAVIOR OF LATERALLY LOADED LARGE BORED PILES IN SOFT CLAY: PILE LOAD TESTS AND NUMERICAL INVESTIGATION |
Mamdouh M. Hamza, Marawan M. Shahien, Hayel M. El-Naggar, Mohamed Sobhi, |
| 2396 |
Innovative Earth Retention Project for a parking garage |
Andreas Brandner, IB-Brandner, Karl-Schoenherr-Strasse |
| 2397 |
JET GROUTED FOUNDATION FOR 57-STORY TOWER |
Robert Alperstein, Nidal AbiSaab, Joe Pastore |
| 2398 |
Kosciuszko Bridge Main Pylon Foundation Deep Foundation Solution |
Coleman, D, Daugiala, A |
| 2399 |
Lateral pressure-relief by Geotextile Encased Columns (GEC) at piled bridge abutments: two case studies |
Dimiter Alexiew, Lilma Schimmel, Sven Schröer |
| 2400 |
LOAD TESTS ON DRILLED SHAFTS AT GOETHALS BRIDGE REPLACEMENT |
Steven S. Dapp, John P. Turner, Dan A. Brown, |
| 2401 |
Physical Modeling and Development of Design Criteria for Maintainable Drains for Earth Retention Systems |
Andrew Z. Boeckmann, J. Erik Loehr |
| 2402 |
PRACTICAL CONSTRUCTION CONSIDERATIONS FOR RUNWAY EXTENSION AND TAXIWAY EXPANSION OVER SOFT/ORGANIC SOIL USING A COLUMN-SUPPORTED LOAD TRANSFER PLATFORM |
Brian T. Nereson, P.E., Michael C. Penney, P.E. |
| 2403 |
Pressure-Grouting Improves Performance of Helical Piles: A Production Case History, Static Load Test Results, and Comparisons to Predicted Lateral Deflection and Axial Resistance |
Karen J. Dawson, P.E., Francisco Johnson |
| 2404 |
Protection of Waterfront Properties by Pressed-in Sheet Pile Sea Walls |
Ian Vaz, Rafael Holcombe, Takefumi Takuma, Chris DellAringa |
| 2405 |
Risk Assessment and Quality Control on Grouted Water-Retaining Layers by Observational Engineering |
Bartho J. Admiraal, Falco A. van Dijck |
| 2406 |
Rock Excavation and Underpinning below a 19-Story Building |
Steven C. Highfill, Kevin P. Gleckler |
| 2407 |
Slope Repairs in a Tight Footprint: Slope Stabilization using Multiple Technologies |
Dan Mahrt, PE |
| 2408 |
TURNING THE VALLEY OF ASHES INTO A TENNIS HAVEN: THE DEVELOPMENT HISTORY OF THE USTA SITE IN QUEENS, NY |
Alfred H. Brand, Sissy Nikolaou, Pablo V. Lopez, Athena C. Denivo, Michael McMaster |
| 2409 |
WASHINGTON AVENUE TUNNEL: FORTIFYING AGING UNDERGROUND INFRASTRUCTURE |
Andrew R. Klaetsch, Peter W. Deming |
| 2410 |
A Resiliency Approach for Design of Earth Retaining Systems with Application on MSE Walls |
Rallis Kourkoulis, Fani Gelagoti, Irene Georgiou, Sissy Nikolaou, George Gazetas |
| 2411 |
Challenging Ground Conditions During Flooding Leads to Innovative Deep Foundation Design Process and Load Test Evaluation |
James F. Mehnert, P.E., Glen M. Bellew, P.E |
| 2412 |
Experimental Evaluation of Building Settlements Founded on Liquefiable Soils |
Joseph A.W. Toth, Ramin Motamed, Farshid Ghazavi |
| 2413 |
Settlement Evaluation of Large Water Storage Tanks under Challenging Conditions |
Yogesh Prashar, Ben M. Lewis |
| 2414 |
Design Build of New NY Bridge Foundations |
Chris J. Leykam P.E., Scott. A. Jacobs P.E. |
| 2415 |
SHEIKH JABER AL-AHMAD CAUSEWAY PROJECT IN KUWAIT. A CASE STUDY. |
Paolo Cavalcoli, Marco Chiarabelli, Federico Pagliacci |
| 2416 |
Value-Engineering of H-Pile Foundations in Karstic Geology |
Daniel J. Woeste, Rachael M. Fischer, Terence P. Holman |
| 2417 |
A Case Study of Multichannel Analysis of Surface Waves (MASW) as a Tool to Characterize Unknown Foundations |
Siavash Mahvelati, Joseph T. Coe, Philip Asabere |
| 2418 |
A Comparison of Non-Destructive Integrity Tests on Experimental Drilled Shafts |
Armin W. Stuedlein, Qiang Li, Jim Zammataro, Daniel Belardo, Bernie Hertlein, Antonio Marinucci |
| 2419 |
Analysis of Structural Capacity and Stiffness of Drilled Shafts with Construction Defects and Repairs |
Benjamin J. Turner, John P. Turner |
| 2420 |
COMPARISON OF THE PRE-CONSTRUCTION AND PRODUCTION QC TEST RESULTS FOR THE SELA-22 ELLIPTICAL JET GROUTING PROJECT (NEW ORLEANS, LA) |
Filippo Maria Leoni, Gianluca Pianezze, Alessandro Bertero, |
| 2421 |
Design, Installation, and Testing of Hollow Bar Tiebacks Used as Excavation Support |
Marco D. Boscardin, Kenneth A. Pidgeon, Adriane G. Boscardin |
| 2422 |
Drilled Shaft Acceptance Criteria Based upon Thermal Integrity Profiling |
George Piscsalko, Garland Likins, Gray Mullins, |
| 2423 |
A Seepage Control Cutoff in an Extreme Saline Environment |
Iván Contreras, Jon Ausdemore, Rachel Leier, Aaron Grosser, Amr Ragy, Kevin Green, |
| 2424 |
After Sandy: The Bay Park W.T.P. flood control project. |
Gilbert Tallard, David Guy, John Stanbury |
| 2425 |
Remedial Drilling and Grouting at Abiquiu Dam, NM and Fluid Losses in the Embankment, a Case History |
Amy F. Ebnet, Suzanne R. Hess-Brittelle, Tyler J. Quick, Sharon L. Schulz |
| 2426 |
Diaphragm Wall Construction, Instrumentation, and Testing for a Hydroelectric Power Facility |
Jeff A. Segar, PE, SE, Nicolas A. Willig-Friedrich, David Gatto |
| 2427 |
Seismic Stability Analysis of Seepage Control Measures for Levees in Central Valley, California |
Zia Zafir |
| 2428 |
Analysis and Behavior of Double Sheet Pile Cofferdam |
Bashar S. Qubain, Jianchao Li, Kamil Nuzha |
| 2429 |
CUT-OFFS IN TEMPORARY COFFER DAMS AS SEEPAGE BARRIERS FOR CONCRETE DAM CONSTRUCTION –A CASE STUDY OF TEESTA – V H E PROJECT IN SIKKIM (INDIA) |
I D DAYAL, ANIL KUMAR JAIN |
| 2430 |
DESIGN AND CONSTRUCTION OF THE CANNELTON HYDROELECTRIC PLANT COFFERDAM AND CUT-OFF WALL |
James M. Tantalla, Roderic A. Ellman, Dwight Metcalf |
| 2431 |
DRAWDOWN OF GROUND WATER CONTROL SYSTEM IN DEEP EXCAVATION SUR-ROUNDED BY CUTOFF WALLS: NUMERICAL INVESTIGATION |
Dalia. R. Mohamed, Marawan M. Shahien, Hisham H. Hafez |
| 2432 |
Ground Freezing For Groundwater Cutoff at the Seattle Seawall Replacement Project |
Daniel Mageau, Brenton Cook, SoilFreeze |
| 2433 |
GROUTING OF AN ARTESIAN ZONE IN ADVANCE OF POWERHOUSE EXCAVATION FOR THE RED ROCK HYDROELECTRIC PROJECT |
Rachael V. Bisnett, Thomas G. Andrews, Dewey W. Geary, R. Michael Bivens |
| 2434 |
Jet Grouting for Groundwater Cutoff at Tie-in between Existing Tunnel and New Construction |
Chu E. Ho, Aaron Evans, Tom Richards |
| 2435 |
METRO ROME LINE "C" - ARTIFICIAL GROUND FREEZING APPLICATION FOR THE UNDERPASS OF THE EXISTING METRO STATION SAN GIOVANNI - LINE "A" |
Alessandro Bertero, Ferruccio Cribari, Roberto Sorge, Eliano Romani, Giulia M.B., Francesca Casini |
| 2436 |
WILLOW ISLAND HYDROELECTRIC PROJECT: TAMING THE OHIO RIVER TO CREATE GREEN ENERGY |
James M. Tantalla, Roderic A. Ellman, Jr. |
| 2437 |
Interactive 3-Dimensional Modeling of Anchors at Bluestone Dam |
Jamey Rosen, Georgette Hlepas |
| 2438 |
AN EVALUATION OF SOIL-BENTONITE BACKFILL CONSOLIDATION PROPERTIES |
Jeffrey C. Evans, Hejintao Huang, Daniel G. Ruffing |
| 2439 |
Bentonite Self-Hardening Slurry Mix Variations and Field Implementation Methods |
Christopher R. Harris |
| 2440 |
CASE STUDY: FEATHER RIVER WEST LEVEE PROGRAM CUTOFF WALLS |
Jared P. Williams, Kyle R. Lackner |
| 2441 |
Cockatoo Island Seepage Barrier - Permeation Grouting, Jet Grouting and a Soil/Cement/Bentonite Mixed Slurry Capping Trench |
Russell J. Denny, Chris L. Powell |
| 2442 |
CONSTRUCTION OF THE TAILINGS STORAGE FACILITY FRESHET MANAGEMENT EMBANKMENT CUT OFF WALL AT MOUNT POLLEY MINE |
Keith MacKay, David Siddle, Luke Moger, Terry Eldridge |
| 2443 |
Innovative Grouting Techniques for Installation of a Seepage Barrier at Barrage des Quinze Dam (Quebec, Canada) |
Michael Byle, Peter Bowman, Danny Déry-Chamberland |
| 2444 |
Seepage Barrier at Bolivar Dam |
Mohamed Elgouhary, Daniel Koziol, Carol L. Tasillo |
| 2445 |
Seepage Barrier Mix Design Development, Installation, and Evaluation |
George W. Little, John Councilman |
| 2446 |
Use of enhanced pre-mixed self-hardening grout for an emergency cut-off wall intervention in west africa |
Bruno Vingiani, Claudio Asioli, Maurizio Siepi |
| 2447 |
Wadi Dayqah Dam Curtain |
Frank Haehnig, Dr. Harald Krenn, Harm-Christoph Claassen |
| 2448 |
Analysis of Water Leakage in downstream dam toe of Komani Dam |
Përparim Alikaj, Arjan Beqiraj, Arjan Jovani, Altin Karriqi |
| 2449 |
Cannonsville Dam Emergency Borehole Response |
Paul C. Schmall, P.E., John Vickers, P.E., William H. Hover, P.E. |
| 2450 |
Gowanus Pumping Station: Design and Construction Challenges related to excavation support, seepage mitigation and structure foundation using jet grout bottom seal and deep jet grout support columns. |
Paul J. Lewis, Paul C. Schmall, John M. Stanbury, Kevin Clarke, |
| 2451 |
IMPROVED DRAINAGE BY DRILLED FILTER DRAINS, DAM SAFETY UPGRADE, CASE STUDY |
Ĺke B. Nilsson, Carl-Oscar Nilsson |
| 2452 |
Rehabilitation of the Kölnbrein Dam/Austria |
Frank Haehnig, Kurt Kogler |
| 2453 |
A review of guidelines for dewatering design within the Abu Dhabi Municipality |
Juan J. Gutierrez, Raghav Ramanathan, M. Melih Demirkan, Jared Deible, Michael Rosenmeier, Mazen Elias Adib |
| 2454 |
Drilling and Grouting for the Rehabilitation of Contaminated Areas: An Italian Case History |
Raffaella Granata, Daniele Vanni |
| 2455 |
Laboratory Modeling of Internal Erosion in Dam Foundations |
John D. Rice, Kenneth E. Henn, David B. Paul, Brian H. Greene |
| 2456 |
Alternative Analytical Methods for Borehole Permeability Tests in Seepage Barrier Walls |
R. Lee Wooten, David R. Shields, Darren D. Clark, |
| 2457 |
Assessment of the durability of cementitious barrier materials |
Stephan A. Jefferis, Adrian H. Bath, |
| 2458 |
DIAPHRAGM WALLS FOR SEEPAGE CONTROL AND REMEDIATION: A COMPARISON OF THREE CASE HISTORIES |
Raffaella Granata, Mario Mauro, Fabio Santillán |
| 2459 |
Unified Specifications for Soil-Mixed Seepage Cutoff Walls |
Erik James, Jose R. Gomez, Wayne S. Smith |
| 2460 |
Preface |
|
| 2574 |
Table of Contents - Seepage Control Volume |
|
| 2575 |
Table of Contents - Deep Foundations Volume |
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