Single Piles and Pile Groups Under Lateral Loading
The complexities of designing piles for lateral loads are manifold as there are many forces that are critical to the design of big structures such as bridges, offshore and waterfront structures and retaining walls. The loads on structures should be supported either horizontally or laterally or in bo...
Saved in:
| Main Authors: | , |
|---|---|
| Format: | Book |
| Language: | English |
| Published: |
Boca Raton
CRC Press
2011
|
| Edition: | 2nd Edition |
| Subjects: | |
| Online Access: | Click Here to View Status and Holdings. |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Add Tag MARC
| LEADER | 00000cam#a2200000#i#4501 | ||
|---|---|---|---|
| 001 | wils-425993 | ||
| 005 | 2022917125850 | ||
| 008 | 221017t20112011FLU ag# ##001 ##eng#D | ||
| 020 | # | # | |a 9780415469883 |q hardback |
| 020 | # | # | |a 0415469880 |q hardback |
| 040 | # | # | |a UMS |b eng |c UMS |d UiTM |e rda |
| 041 | 0 | # | |a eng |
| 090 | 0 | 0 | |a TA780 |b .R44 2011 |
| 100 | 1 | # | |a Reese, Lymon C. |d 1917- |e author |
| 245 | 1 | 0 | |a Single Piles and Pile Groups Under Lateral Loading |c Lymon C. Reese, William Van Impe |
| 250 | # | # | |a 2nd Edition |
| 264 | # | 1 | |a Boca Raton |b CRC Press |c 2011 |
| 264 | # | 4 | |c ©2011 |
| 300 | # | # | |a xxi, 507 pages |b illustrations |c 26 cm |e 1 computer disc (4 3/4 in.) |
| 336 | # | # | |a text |2 rdacontent |
| 336 | # | # | |a text |2 rdacontent |
| 337 | # | # | |a unmediated |2 rdamedia |
| 337 | # | # | |a computer |2 rdamedia |
| 338 | # | # | |a volume |2 rdacarrier |
| 338 | # | # | |a computer disc |2 rdacarrier |
| 504 | # | # | |a Includes bibliographical references and index |
| 520 | # | # | |a The complexities of designing piles for lateral loads are manifold as there are many forces that are critical to the design of big structures such as bridges, offshore and waterfront structures and retaining walls. The loads on structures should be supported either horizontally or laterally or in both directions and most structures have in common that they are founded on piles. To create solid foundations, the pile designer is driven towards finding the critical load on a certain structure, either by causing overload or by causing too much lateral deflection. |
| 650 | # | 0 | |a Piling (Civil engineering) |
| 650 | # | 0 | |a Lateral loads |
| 700 | 1 | # | |a Van Impe, William F. |e author |
| 856 | 4 | 0 | |z Click Here to View Status and Holdings. |u https://opac.uitm.edu.my/opac/detailsPage/detailsHome.jsp?tid=425993 |
| 964 | # | # | |c BOK |d EC |
| 998 | # | # | |a 00130##a006.2.2||00250##a002.5.2||00250##b002.5.3||00255##a007.25.3||00260##a002.8.2||00260##b002.8.4||00260##c002.7.6||00264#1a002.8.2||00264#1b002.8.4||00300##a003.4.1||00300##b003.6.1||00300##c003.5.1||00500##a002.17.2||00502##a007.9.2||00520##a007.2||00520##b007.2||00538##a003.16.9||00546##a006.11||00730##a006.2.2||00730##d006.4||00730##f006.10||00730##n006.2.2||00730##p006.2.2|| |
Single Piles and Pile Groups under Lateral Loading 
Piles and pile foundations