FOUNDATION ANALYSIS AND DESIGN
The revision of this best-selling text for a junior/senior course in Foundation Analysis and Design now includes an IBM computer disk containing 16 compiled programs together with the data sets used to produce the output sheets, as well as new material on sloping ground, pile and pile group analysis...
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| Main Author: | |
|---|---|
| Format: | Book |
| Language: | English |
| Published: |
New York
McGraw-Hill Companies, Inc.
1996
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| Edition: | Fifth Edition |
| Subjects: | |
| Online Access: | Click Here to View Status and Holdings. |
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| LEADER | 00000cam#a2200000#i#4501 | ||
|---|---|---|---|
| 001 | wils-301454 | ||
| 005 | 2022413111232 | ||
| 008 | 220513t19961996NYU ag# ##001 ##eng#D | ||
| 020 | # | # | |a 9780071188449 |q paperback |
| 020 | # | # | |a 0071188444 |q paperback |
| 040 | # | # | |a DLC |b eng |c DLC |d UiTM |e rda |
| 041 | 0 | # | |a eng |
| 090 | 0 | 0 | |a TA775 |b .B63 1996 |
| 100 | 1 | # | |a Bowles, Joseph E. |e author |
| 245 | 1 | 0 | |a FOUNDATION ANALYSIS AND DESIGN |c Joseph E. Bowles |
| 250 | # | # | |a Fifth Edition |
| 264 | # | 1 | |a New York |b McGraw-Hill Companies, Inc. |c 1996 |
| 264 | # | 4 | |c ©1996 |
| 300 | # | # | |a xxiii, 1174 pages |b illustrations |c 24 cm |e 1 computer disk (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 disk |2 rdacarrier |
| 504 | # | # | |a Incudes bibliographical references and index |
| 520 | # | # | |a The revision of this best-selling text for a junior/senior course in Foundation Analysis and Design now includes an IBM computer disk containing 16 compiled programs together with the data sets used to produce the output sheets, as well as new material on sloping ground, pile and pile group analysis, and procedures for an improved anlysis of lateral piles. Bearing capacity analysis has been substantially revised for footings with horizontal as well as vertical loads. Footing design for overturning now incorporates the use of the same uniform linear pressure concept used in ascertaining the bearing capacity. Increased emphasis is placed on geotextiles for retaining walls and soil nailing. |
| 650 | # | 0 | |a Soil mechanics |
| 650 | # | 0 | |a Foundations |
| 856 | 4 | 0 | |z Click Here to View Status and Holdings. |u https://opac.uitm.edu.my/opac/detailsPage/detailsHome.jsp?tid=301454 |
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FOUNDATION ANALYSIS AND DESIGN