PDF Publication Title:
Text from PDF Page: 029
Figure 7-34 Figure 7-35 Figure 7-36 Figure 7-37 Figure 7-38 Figure 7-39 Figure 7-40 Figure 7-41 Figure 7-42 Figure 7-43 Figure 7-44 Figure 7-45 Figure 7-46 Figure 7-47 Figure 7-48 Figure 7-49 Figure 7-50 Figure 7-51 Figure 7-52 Figure 7-53 Figure 7-54 Uplift of pile group in cohesive soils (after Tomlinson 1994)... 293 Excess pore water pressure due to pile driving (after Poulos and Davis 1980)...................................................... 300 Local and channel degradation scour................................... 305 Angular distortion due to non-uniform bridge settlement. ....... 309 Example settlement and angular distortion profile (after Modjeski and Masters 2015). .............................................. 311 Settlement profile with design differential settlement and design angular distortion from S-0 concept (after Modjeski and Masters 2015). ............................................................ 312 Construction point concept: (a) identification of key construction points, (b) estimated load-deformation behavior (after Modjeski and Masters 2015)....................................... 313 Settlement profile with angular distortion from construction point concept (after Modjeski and Masters 2015).................. 314 Stress zone from single pile and pile group (after Tomlinson 1994)................................................................................. 316 Values of the bearing capacity index, C', for granular soil (data from Hough 1959)...................................................... 318 Equivalent footing concept. ................................................. 320 Stress distribution below equivalent footing for a pile group in firm clay (after Duncan and Buchignani, 1976).................. 321 Stress distribution below equivalent footing for a pile group (modified from Cheney and Chassie 2000)........................... 322 Plot of void ratio vs. vertical effective stress from consolidation test. .............................................................. 323 Non-linear relation between stress and strain in soil (after Fellenius 1990). ................................................................. 329 Neutral plane (after Goudrealt and Fellenius 1994). .............. 335 Calculated load versus depth in 12.75 inch O.D. concrete filled pipe pile as a function of time (after MnDOT Geotechnical Manual)......................................................... 338 Change in neutral plane, negative shaft resistance, and drag force during transition to geotechnical strength limit (after MnDOT Geotechnical Manual). .................................. 339 Conceptual illustration of soil and pile movement (left) and resulting neutral plane and pile forces (right) (adapted from Siegel et al. 2013). ............................................................. 339 Common downdrag situation due to fill weight. ..................... 340 Common downdrag situation due to ground water lowering. .. 340 xixPDF Image | Design and Construction of Driven Pile Foundations
PDF Search Title:
Design and Construction of Driven Pile FoundationsOriginal File Name Searched:
nhi16009_v1.pdfDIY PDF Search: Google It | Yahoo | Bing
Development of a solar powered Electric Ship The Electricship website originally started off as a project to develop a comprehensive renewable, affordable, modular electric ship... More Info
Modular Boat Hull Composite The case for a unsinkable, modular composite hybrid boat hull... More Info
MS Burgenstock Hybrid Electric Catamaran Lake Lucerne Unique shuttle servicing Lucerne to the Burgenstock Resort... More Info
Ground Power Unit GPU Powered by Lithium Ion Batteries The goal of the Ground Power Unit is to provide a readily accessible, modular, ready-to-power solution for remote power... More Info
| CONTACT TEL: 608-238-6001 Email: greg@electricship.com | RSS | AMP |