{"id":78667,"date":"2024-10-17T18:24:14","date_gmt":"2024-10-17T18:24:14","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-9780784410936-2010\/"},"modified":"2024-10-24T19:37:42","modified_gmt":"2024-10-24T19:37:42","slug":"asce-9780784410936-2010","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-9780784410936-2010\/","title":{"rendered":"ASCE 9780784410936 2010"},"content":{"rendered":"
GSP 198, honoring Clyde N. Baker, Jr., P.E., S.E., Dist.M.ASCE, contains 40 technical papers on the engineering design, analysis, construction, and monitoring of foundations.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
1<\/td>\n | Cover <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | Contents <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | Uncertain Geotechnical Truth and Cost Effective High-Rise Foundation Design <\/td>\n<\/tr>\n | ||||||
65<\/td>\n | Risks and Rewards: A Career Retrospective <\/td>\n<\/tr>\n | ||||||
83<\/td>\n | Caisson Construction Problems and Correction in Chicago <\/td>\n<\/tr>\n | ||||||
107<\/td>\n | Modified Mat Foundation Design over Soft Clay <\/td>\n<\/tr>\n | ||||||
121<\/td>\n | Settlement Analysis for 450 Meter Tall KLCC Towers <\/td>\n<\/tr>\n | ||||||
143<\/td>\n | Foundation Design and Performance of the World’s Tallest Building, Petronas Towers <\/td>\n<\/tr>\n | ||||||
156<\/td>\n | Invited Papers The Influence of Foundations on the Design and Behavior of Supertall Buildings <\/td>\n<\/tr>\n | ||||||
169<\/td>\n | Performance and Design of Slab-on-Grade and Pier Foundation Systems: Theoretical Considerations and Practical Applications <\/td>\n<\/tr>\n | ||||||
184<\/td>\n | Mixed Foundation Solutions: The Answer to Supporting New Towers over Existing Subway Tunnels <\/td>\n<\/tr>\n | ||||||
200<\/td>\n | An Analytical Expression for the Nonlinear Evaluation of the Soil-Pile Interaction <\/td>\n<\/tr>\n | ||||||
211<\/td>\n | Side Friction along Drilled Shafts in Weak Carbonate Rocks <\/td>\n<\/tr>\n | ||||||
227<\/td>\n | The Effects of Cavities upon Foundation Design and Construction <\/td>\n<\/tr>\n | ||||||
245<\/td>\n | Engineering Characteristics of Loose Silts and Impact on Foundation Design <\/td>\n<\/tr>\n | ||||||
261<\/td>\n | Combination of O-Cell Test and Conventional Head-Down Test <\/td>\n<\/tr>\n | ||||||
281<\/td>\n | 1-D Wave Propagation Techniques in Foundation Engineering <\/td>\n<\/tr>\n | ||||||
299<\/td>\n | Bored Cast-in-Place Concrete Piling for an Aluminum Smelter Port Facility <\/td>\n<\/tr>\n | ||||||
316<\/td>\n | Geotechnical Design of Retractable Roof Arch Foundations\u2014Cowboys Stadium <\/td>\n<\/tr>\n | ||||||
332<\/td>\n | Long-Term Performance of a High Rise Building Subgrade Consisting of Boston Blue Clay <\/td>\n<\/tr>\n | ||||||
346<\/td>\n | Evidence of Long Term Ageing Effects on Axial Capacity of Piles in Soft Clay <\/td>\n<\/tr>\n | ||||||
364<\/td>\n | Foundation Engineering for Transmission Line Structures <\/td>\n<\/tr>\n | ||||||
380<\/td>\n | Load Capacity of Drilled Shafts Socketed in Andesite Rock <\/td>\n<\/tr>\n | ||||||
392<\/td>\n | Pressuremeter Testing for Foundation Design <\/td>\n<\/tr>\n | ||||||
401<\/td>\n | Evaluation of the Effectiveness of Prefabricated Vertical Drains Using Full-Scale In Situ Staged Dynamic Testing <\/td>\n<\/tr>\n | ||||||
416<\/td>\n | The Drilled Shaft Industry <\/td>\n<\/tr>\n | ||||||
432<\/td>\n | Application of Geoexchange Experience to Geothermal Foundations <\/td>\n<\/tr>\n | ||||||
444<\/td>\n | Geotechnical Engineering Considerations for Extraterrestrial Infrastructure Construction <\/td>\n<\/tr>\n | ||||||
458<\/td>\n | Heave of Driven, Cast In Situ Piles Due to Driving Displacements <\/td>\n<\/tr>\n | ||||||
473<\/td>\n | Drilled Shaft O-Cell Response at Golden Ears Bridge from Seismic Piezocone Tests <\/td>\n<\/tr>\n | ||||||
491<\/td>\n | Fracture Grouting to Lift Structure in Clayey Sand <\/td>\n<\/tr>\n | ||||||
507<\/td>\n | The Effects of Compaction Post Grouting of Model Shaft Tips in Fine Sand at Differing Relative Densities\u2014Experimental Results <\/td>\n<\/tr>\n | ||||||
522<\/td>\n | High-Rise Building Foundations\u2014A Limit State Design Approach <\/td>\n<\/tr>\n | ||||||
538<\/td>\n | Foundations for Dynamic Loads <\/td>\n<\/tr>\n | ||||||
555<\/td>\n | Static and Dynamic Models for CAPWAP Signal Matching <\/td>\n<\/tr>\n | ||||||
575<\/td>\n | Determination of Active Zones below Footings <\/td>\n<\/tr>\n | ||||||
586<\/td>\n | Rock-Socketed Caissons in Yonkers Gneiss <\/td>\n<\/tr>\n | ||||||
605<\/td>\n | The Axial Resistance of Nondisplacement Piles <\/td>\n<\/tr>\n | ||||||
626<\/td>\n | Settlement-Control Piles to Optimize the Mat Foundation of a High-Rise Building in Downtown Orlando <\/td>\n<\/tr>\n | ||||||
641<\/td>\n | Effects of Gravels, Cobbles, and Boulders on Drilled Shaft Capacity Cypress Avenue Bridge, Redding, California <\/td>\n<\/tr>\n | ||||||
656<\/td>\n | Development of Deep Foundation Design for the Offshore Environment <\/td>\n<\/tr>\n | ||||||
674<\/td>\n | Undrained Displacement Behavior of Spread Footings in Clay <\/td>\n<\/tr>\n | ||||||
691<\/td>\n | Evaluation of Bearing Capacity of Driven Piles from CPT Data and Development of Design Software <\/td>\n<\/tr>\n | ||||||
708<\/td>\n | Base Resistance of Drilled Shafts in Fractured Rock <\/td>\n<\/tr>\n | ||||||
723<\/td>\n | Event Tree Analysis at the Savannah River Site\u2014A Case History <\/td>\n<\/tr>\n | ||||||
738<\/td>\n | p-y Curves for Rock and Intermediate Geomaterials Using Pressuremeter Tests <\/td>\n<\/tr>\n | ||||||
754<\/td>\n | Indexes Author Index <\/td>\n<\/tr>\n | ||||||
756<\/td>\n | Subject Index A B C D E F G H I L M N O P R S <\/td>\n<\/tr>\n | ||||||
757<\/td>\n | T U W <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Art of Foundation Engineering Practice<\/b><\/p>\n |