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008 140717s1995 couab fo| 001 0|eng d;

020 a| 9780813758107 (ebook) :c| No price;

035 a| (Sirsi) a5333978;

050 0 a| TA705a| TA711b| .R4 vol. 10;

082 04 a| 624.1512| 23;

245 00 a| Clay and shale slope instability /c| edited by William C. Haneberg and Scott A. Anderson.;

260 a| Boulder, Colo. :b| Geological Society of America,c| 1995.;

300 a| 1 online resource (v, 153 pages) :b| illustrations, maps.;

336 a| textb| txt2| rdacontent;

337 a| computerb| c2| rdamedia;

338 a| online resourceb| cr2| rdacarrier;

490 1 a| Reviews in engineering geology ;v| v. 10;

500 a| Papers presented at a symposium sponsored by the Engineering Geology Division of the Geological Society of America at the 1992 annual meeting in Cincinnati, Ohio.;

504 a| Includes bibliographical references and index.;

520 8 a| Ten papers address both empirical and analytical aspects of clay and shale slope instability. Among the topics discussed in detail are: limit equilibrium stability analysis, shear strength of clay and clayey colluvium, use of triaxial test data to evaluate viscoplastic slope movements, numerical modeling of pore pressure distribution in heterogeneous soils, rational analysis of rainfall and landslide movement patterns, the effects of hydrothermal alteration on slope stability, mudrock durability and stability considerations, and regional clay and shale slope stability problems in Italy.;

521 a| Specialized.;

588 a| Description based on print version record.;

650 0 a| Slopes (Soil mechanics)=| ^A108121;

650 0 a| Clay soilsx| Stability.=| ^A834674;

650 0 a| Shale.=| ^A101964;

650 0 a| Mass-wasting.=| ^A98607;

700 1 a| Haneberg, William C.=| ^A354982;

700 1 a| Anderson, Scott A.=| ^A366667;

710 2 a| Geological Society of America.b| Division of Engineering Geology.=| ^A208560;

776 08 i| Print version :z| 9780813741109;

830 0 a| Reviews in engineering geologyv| v. 10.=| ^A175601;

856 40 3| GeoScienceWorldu| https://go.openathens.net/redirector/ecu.edu?url=https://geoscienceworld.org/books/book/778;

949 a| Click on web addressw| asish| joyner151o| jjlm;

596 a| 1;

998 a| 5333978;

999 a| CLICK ON WEB ADDRESSw| ASISc| 1i| 5333978-1001l| JNETm| JOYNERr| Ys| Yt| JNEGSWBKu| 7/9/2020x| EBOOKz| JERESOURCEo| .STAFF. jjlm;

Clay and shale slope instability / edited by William C. Haneberg and Scott A. Anderson.

Other author	Haneberg, William C.
Other author	Anderson, Scott A.
Other author	Geological Society of America. Division of Engineering Geology.
Format	Electronic
Publication Info	Boulder, Colo. : Geological Society of America, 1995.
Description	1 online resource (v, 153 pages) : illustrations, maps.
Supplemental Content	GeoScienceWorld
Subjects	Slopes (Soil mechanics) Clay soils--Stability. Shale. Mass-wasting.

Series	Reviews in engineering geology ; v. 10 Reviews in engineering geology v. 10. ^A175601
Summary	Ten papers address both empirical and analytical aspects of clay and shale slope instability. Among the topics discussed in detail are: limit equilibrium stability analysis, shear strength of clay and clayey colluvium, use of triaxial test data to evaluate viscoplastic slope movements, numerical modeling of pore pressure distribution in heterogeneous soils, rational analysis of rainfall and landslide movement patterns, the effects of hydrothermal alteration on slope stability, mudrock durability and stability considerations, and regional clay and shale slope stability problems in Italy.
General note	Papers presented at a symposium sponsored by the Engineering Geology Division of the Geological Society of America at the 1992 annual meeting in Cincinnati, Ohio.
Bibliography note	Includes bibliographical references and index.
Spec. audience char.	Specialized.
Source of description	Description based on print version record.
Issued in other form	Print version : 9780813741109
ISBN	9780813758107 (ebook) :

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Clay and shale slope instability / edited by William C. Haneberg and Scott A. Anderson.

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