> Future > forward : 44th Deep Foundations Institute annual Conference 2019 : Chicago, Illinois, USA, 15-18 October 2019 / DFI - Deep Foundations Institute ; Volume 2 of 2 (English)
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2020
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ISBN:
- Conference Proceedings / Print
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Title:> Future > forward : 44th Deep Foundations Institute annual Conference 2019 : Chicago, Illinois, USA, 15-18 October 2019 / DFI - Deep Foundations Institute ; Volume 2 of 2
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Contributors:Annual Conference on Deep Foundations ( author ) / Deep Foundations Institute ( issuing body )
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Conference:Deep Foundations Institute Annual Conference ; 44 ; 2019 ; Chicago, Ill.
Annual Conference on Deep Foundations ; 44 ; 2019 ; Chicago, Ill. -
Publisher:
- New search for: Curran Associates, Inc.
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Place of publication:Red Hook, NY
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Publication date:2020
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Size:Seite 468-934
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Remarks:Illustrationen
Literaturangaben -
ISBN:
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Type of media:Conference Proceedings
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Type of material:Print
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Language:English
- New search for: 56.21
- Further information on Basic classification
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Keywords:
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Classification:
BKL: 56.21 Erdbau, Tiefbau, Grundbau -
Source:
The tables of contents are generated automatically and are based on the data records of the individual contributions available in the index of the TIB portal. The display of the Tables of Contents may therefore be incomplete.
- 468
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UNIQUE ALGORITHM WHICH TAKES INTO ACCOUNT SOURCE WAVE TRAVEL PATHS WHEN ESTIMATING ABSORPTION VALUES FROM DST DATA SETSBaziw, E. / Verbeek, G. et al. | 2020
- 480
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A COMBINATION OF JET GROUTING AND MPSP GROUTING IN ISKAR RIVER CASCADE HYDROPOWER PLANT IN BULGARIAPettinaroli, A. / Ruggerio, M. / Balconi, G. / Poggio, M. / Castellanza, R. et al. | 2020
- 491
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ADAPTIVE DESIGN AND CONTRACTUAL APPROACHES TO ADDRESS GEOTECHNICAL UNCERTAINTIES IN A DESIGN-BUILD GROUND IMPROVEMENT PROJECTHowe, M. / Zhang, Y. / Minton, M. / Devabhaktuni, K. et al. | 2020
- 501
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EFFECTIVENESS OF HEAD-ENLARGED CDM COLUMNS IN EVALUATIING SETTLEMENT OF IMPROVED GROUNDSNguyen, T. / Ha, Y. / Choi, H. / Nguyen, D. et al. | 2020
- 511
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GROUND FREEZING: THE USE OF LIQUID NITROGEN SYSTEMS CONVERTED TO BRINESopko, J. et al. | 2020
- 521
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JET GROUT UNDERPINNING TO SUPPORT THE WATERMAN HOSPITALWorst, S. / Kozlowski, P. / Niermann, M. et al. | 2020
- 529
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SITE DEVELOPMENT AND FOUNDATION PLANNING FOR A WASTEWATER TREATMENT PLANT EXPANSIONGhandeharioon, AL. / Ahlfield, S. et al. | 2020
- 539
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STONE COLUMN GROUND IMPROVEMENT - A TRIAL IN SILTY SANDSPereira, A. / Bruggers, D. / Norris, N. et al. | 2020
- 549
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JET GROUTING FOR STRENGTH IN MARINE SEDIMENTS WITH HYDROCARBONSCranston, S. / Zelada, G. / Bertero, A. / Schuman, P. et al. | 2020
- 559
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USE OF EPS FOR ROADWAY EMBANKMENTS ON SOFT SOILSAnwar, M. / AbdelSalam, S. / Eskander, S. et al. | 2020
- 569
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AUGERED PILE WORLD RECORD DEPTH WITHIN A SOIL MIX BASEMENTBaquerizo, A. / Feldt, N. / Filjones, J. et al. | 2020
- 576
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CASE STUDY ON THE FREDERICK DOUGLASS MEMORIAL BRIDGE AND THE USE OF LARGE DIAMETER OPEN END STEEL PIPE PILES, WASHINGTON, DCVenezia, M. / Higgins, K. et al. | 2020
- 589
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CASED CFA PILE — AN ALTERNATIVE PILING METHOD - A CHANCE FOR TECHNICAL AND ECONOMICAL SOLUTIONSGerressen, F. / Ulrich, G. / Grillo, J. et al. | 2020
- 599
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DYNAMIC AND STATIC LOAD TESTING: A COST SAVINGS APPROACHPhetteplace, B. / Hyatt, T. / Alvarez, C. et al. | 2020
- 609
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EFFECT OF INSTALLATION METHOD ON THE RATIO OF TENSILE TO COMPRESSIVE UNIT SHAFT RESISTANCE OF PILES IN DENSE SAND seaGalvis-Castro, A. / Ganju, E. / Tovar-Valencia, R. / Prezzi, M. / Salgado, R. et al. | 2020
- 619
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EFFICIENT TORQUE-INSTALLED PILE USE IN SOUTHERN CALIFORNIAWinston, M. / Buenker, J. et al. | 2020
- 628
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GEOTECHNICAL INSTRUMENTATION OF PILE FOUNDATIONS EMBEDDED IN MOLASSE OF A HIGH-RISE BUILDINGMilane, R. / Briancon, L. / Daouadji, A. / Grange, S. / Cazes, P. et al. | 2020
- 638
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LINKING THE INSTALLATION RESPONSE OF SCREW PILES TO SOIL STRENGTH AND ULTIMATE CAPACITYHambleton, J. / Stanier, S. et al. | 2020
- 648
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OBSERVED DRIVING PERFORMANCE OF OPEN-ENDED STEEL PIPE PILES WITH AND WITHOUT PLUGGED TOESHo, C. / Napoli, P. et al. | 2020
- 660
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ACCURACY OF LOW-STRAIN PILE INTEGRITY TEST RESULTSHingorani, Ree M. et al. | 2020
- 669
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EFFECTS OF ATMOSPHERIC CONDITIONS ON ENERGY PILE PERFORMANCEPietersen, R. / Beauregard, M. et al. | 2020
- 679
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ELIMINATION OF ENVIRONMENTAL FOOTPRINT: LVCC EXPANSION - FOUNDATION INSTALLATIONMaassen, Z. et al. | 2020
- 685
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EXPERIMENTAL P-Y CURVES FROM CENTRIFUGE TESTS ON PILE FOUNDATIONS SUBJECTED TO LIQUEFACTION AND LATERAL SPREADINGSouri, M. / Khosravifar, A. / Schlechter, S. / McCullough, N. / Dickenson, S. et al. | 2020
- 695
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FUNDAMENTALS FIRSTDietzler, D. / Schuh, J. / Bloemer, L. et al. | 2020
- 705
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IDENTIFICATION AN DQUANTIFICATION OF PILE RELAXATIONHannigan, P. / Ryberg, A. / Moghaddam, R. et al. | 2020
- 717
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INFERENCE IN THE DETECTION OF PILE INTEGRITY DEFECTS USING CURRENT QUALITY CONTROL METHODSAnsriou, M. / Wulleman, T. et al. | 2020
- 729
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INNOVATIVE DRIVEN PILE SOLUTION FOR THE RHODE ISLAND ROUTE 6/10 INTERCHANGE PROJECTHamblin, S. / Hart, L. / Regan, J. et al. | 2020
- 739
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INSTALLATION AND EFFICIENCY OF COMMON HELICAL PILE COUPLINGSHerron, J. / Brown, J. et al. | 2020
- 749
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LARGE DIAMETER OPEN-END PIPE PILE DRIVEABILITY ANALYSIS INCLUDING GEOTECHNICAL FRICTION FATIGUEMoghaddam, R. / Hannigan, P. / Rausche, F. et al. | 2020
- 761
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p-y CURVES FOR ANALYZING MICROPILES IN SANDY SOILS USING LATERAL LOAD TEST DATAHossain, A. / Soudkhan, M. et al. | 2020
- 770
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THE USE OF VIBRATORY DRIVING OF FOUNDATION PILES FOR OFFSHORE APPLICATIONS - STATE OF THE PRACTICEDorp, R. / Moscos, N. / Bielefeld, M. / Verbeek, G. et al. | 2020
- 786
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A FULLY CONNECTED JOBSITE IS A MUST FOR THE FUTUREMaurer, J. / Hoyme, C. et al. | 2020
- 794
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DEFINITION OF DRILLING-ACTIVITY PATTERNS BASED ON PRODUCTION DATA PROFILESBellato, D. et al. | 2020
- 804
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DESIGN AND DELIVERY OF MICROPILE INSTALLATION LEVERAGING AUGMENTED AND VIRTUAL REALITYFleming, Z. / Carvalho, G. et al. | 2020
- 814
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DIGGS DOES DEEP FOUNDATIONSBachus, R. / Machairas, N. / Cadden, A. et al. | 2020
- 828
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NUMERICAL EVALUATION OF TOP OF ROCK PROFILE, ROCK STRENGTH AND CONDUCTIVITYEndicott, L. / Zhang, W. et al. | 2020
- 838
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DIVING UNDERGROUND - THROUGH A HOLOGRAM - TO BETTER UNDERSTAND FOUNDATION RISKAnderson, S. / Rivers, B. / Nichols, S. / Dasenbrock, D. et al. | 2020
- 849
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ELECTRONIC INSTRUMENTATION IN SUPPORT OF INSTALLATION OF SPECIAL FOUNDATION PROJECTS AS PART OF THE DIGITAL FUTURE - Ensuring Safe Production and Imrpoving Quality ControlGerressen, F. et al. | 2020
- 859
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GEO-FOUNDATIONS PROJECT INFORMATION MANAGEMENT SYSTEMS ON A BUDGETRosen, J. et al. | 2020
- 869
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TODAY'S CONNECTIVITY: USING HISTORICAL DATA TO ANTICIPATE FUTURE RISKFrawley, M. / Turner, J. / Ruud, D. et al. | 2020
- 879
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UTILIZING DRONES TO IMPROVE PROJECT WORKFLOWSLovelace, B. et al. | 2020
- 891
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VIRTUAL IMAGING TECHNOLOGIES AS DECISION-MAKING TOOLS FOR GEOHAZARDSSabu, A. / Diaz-Fanas, G. / Vaxevanis, T. / Nikolaou, S. et al. | 2020
- 899
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COST EFFECTIVE EXCAVATION SUPPORT IN SEATTLELuark, R. / Madrona, F. et al. | 2020
- 909
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DEEP EXCAVATION SUPPORT: INNOVATIVE SHORING DESIGN IN AN URBAN ENVIRONMENTLuark, R. / Madrona, F. et al. | 2020
- 919
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JET GROUT UNDERPINNING OF SENSITIVE STRUCTURES IN URBAN ENVIRONMENTSGill, J. / Ciccone, A. et al. | 2020