2026-09-19T16:19:51Zhttps://dspace.mit.edu/server/oai/requestoai:dspace.mit.edu:1721.1/906332021-07-05T14:03:20Zcom_1721.1_7582com_1721.1_7581col_1721.1_131022
Herbert H. Einstein.
Glynn, Edward Francis
Massachusetts Institute of Technology. Department of Civil and Environmental Engineering
2014-10-08T15:19:27Z
2014-10-08T15:19:27Z
1979
http://hdl.handle.net/1721.1/90633
07126437
Thesis (Ph.D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1979.
MICROFICHE COPY AVAILABLE IN ARCHIVES AND ENGINEERING.
Bibliography: p. 252-256.
Ph.D.
463 p.
eng
Massachusetts Institute of Technology
Massachusetts Institute of Technology. Department of Civil Engineering.
M.I.T. theses are protected by copyright. They may be viewed from this source for any purpose, but reproduction or distribution in any format is prohibited without written permission. See provided URL for inquiries about permission.
http://dspace.mit.edu/handle/1721.1/7582
Civil and Environmental Engineering
Rock slopes Stability
Joints (Geology)
Stochastic analysis
A probabilistic approach to the stability of rock slopes.
Thesis
application/pdf
Publication
unknown
unknown
<Publication xmlns="https://www.openaire.eu/cerif-profile/1.1/" id="b9730c84-68b3-44c2-82cc-756919accc5c">
<Type xmlns="https://www.openaire.eu/cerif-profile/vocab/COAR_Publication_Types">http://purl.org/coar/resource_type/c_1843</Type>
<Language>eng</Language>
<Title>A probabilistic approach to the stability of rock slopes.</Title>
<PublishedIn>
<Publication>
</Publication>
</PublishedIn>
<PublicationDate>1979</PublicationDate>
<Authors>
<Author>
<DisplayName>Glynn, Edward Francis</DisplayName>
<Affiliation>
<OrgUnit>
</OrgUnit>
</Affiliation>
</Author>
</Authors>
<Editors>
</Editors>
<Publishers>
<Publisher>
<DisplayName>Massachusetts Institute of Technology</DisplayName>
<OrgUnit />
</Publisher>
</Publishers>
<License>http://dspace.mit.edu/handle/1721.1/7582</License>
<Keyword>Civil and Environmental Engineering</Keyword>
<Access xmlns="http://purl.org/coar/access_right"
>
</Access>
</Publication>