Geotechnical engineering soil and foundation principles and practice /
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Materialtyp: | Elektronisk E-bok |
Språk: | English |
Publicerad: |
New York :
McGraw-Hill,
[2009]
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Upplaga: | 5th ed. |
Serie: | McGraw-Hill's AccessEngineering.
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Ämnen: | |
Länkar: | https://www.accessengineeringlibrary.com/content/book/9780071481205 |
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LEADER | 02872nam a2200721 a 4500 | ||
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001 | ccn00237587 | ||
005 | 20090324182034.0 | ||
006 | m f d | ||
007 | cr cn ---uuauu | ||
008 | 090323s2009 nyuab fob 001 0 eng d | ||
020 | |a 9780071481205 | ||
020 | |z 0071481206 (print) | ||
020 | |a 0071549226 | ||
050 | 4 | |a TA705 |b .H36 2007 | |
082 | 0 | 4 | |a 624.15 |2 22 |
100 | 1 | |a Handy, Richard Lincoln, |d 1929- | |
245 | 1 | 0 | |a Geotechnical engineering |h [electronic resource] : |b soil and foundation principles and practice / |c R.L. Handy, M.G. Spangler. |
250 | |a 5th ed. | ||
260 | |a New York : |b McGraw-Hill, |c [2009] | ||
300 | |a 1 electronic text (xxviii, 904 p.) : |b ill. | ||
490 | 1 | |a McGraw-Hill's AccessEngineering | |
500 | |a Print version c2007. | ||
500 | |a Previous ed. published as: Soil engineering / Merlin G. Spangler, Richard L. Handy. New York ; London : Harper & Row, 1982. | ||
504 | |a Includes bibliographical references and index. | ||
530 | |a Also issued in print and PDF versions. | ||
588 | |a Description based on cover image and table of contents, viewed on March 23, 2009. | ||
650 | 0 | |a Engineering geology. | |
650 | 0 | |a Soil mechanics. | |
650 | 0 | |a Foundations. | |
655 | 0 | |a Electronic books. | |
655 | 0 | |a Internet resources. | |
700 | 1 | |a Spangler, M. G. |q (Merlin Grant), |d 1894-1986. | |
740 | 0 | 2 | |a Introduction. |
740 | 0 | 2 | |a Igneous rocks, ultimate sources for soils. |
740 | 0 | 2 | |a Special problems with sedimentary rocks. |
740 | 0 | 2 | |a Soils that are sediments. |
740 | 4 | 2 | |a The soil profile. |
740 | 0 | 2 | |a Soil minerals. |
740 | 0 | 2 | |a Particle size and gradation. |
740 | 0 | 2 | |a Soil fabric and structure. |
740 | 0 | 2 | |a Soil density and unit weight. |
740 | 0 | 2 | |a Soil water. |
740 | 0 | 2 | |a Pore water pressure, capillary water, and frost action. |
740 | 0 | 2 | |a Soil consistency and engineering classification. |
740 | 0 | 2 | |a Compaction. |
740 | 0 | 2 | |a Seepage. |
740 | 0 | 2 | |a Settlement. |
740 | 0 | 2 | |a Time-rate of settlement. |
740 | 0 | 2 | |a Soil shear strength. |
740 | 0 | 2 | |a Lateral stress and retaining walls. |
740 | 0 | 2 | |a Mechanically stabilized earth (MSE) walls and an introduction to soil nailing. |
740 | 0 | 2 | |a Slope stability and landslides. |
740 | 0 | 2 | |a Bearing capacity of shallow foundations. |
740 | 0 | 2 | |a Deep foundations. |
740 | 0 | 2 | |a Intermediate foundations and ground improvement. |
740 | 0 | 2 | |a Underground conduits. |
740 | 0 | 2 | |a In situ soil and rock tests. |
740 | 0 | 2 | |a Introduction to soil dynamics. |
740 | 0 | 2 | |a Geotechnical investigation and report. |
830 | 0 | |a McGraw-Hill's AccessEngineering. | |
856 | 4 | 0 | |u https://www.accessengineeringlibrary.com/content/book/9780071481205 |
949 | |a TA 705 .H36 |w LC |c 1 |i 237587-2001 |d 12/30/2011 |l MAIN |m MGH |q 3 |r Y |s Y |t WEB |u 3/24/2009 |x ENG | ||
997 | |a (c)2009 Cassidy Cataloguing Services, Inc. |