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191	Resonant column testing of frozen soils Turcott Rios, Eduardo Enrique. January 1980 (has links) No description available. Frozen ground -- Testing. Soils -- Testing.
192	An attempt to quantify permafrost distribution near Schefferville, Quebec / Jones, Ian G. January 1976 (has links) No description available.
193	Leaching of radioactive waste forms under saturated and unsaturated flow conditions Petelka, Martin Frank 05 1900 (has links) No description available. Radioactive waste disposal in the ground Leaching
194	Cushion drag of air cushion vehicles. Seebohm, Thomas January 1967 (has links) No description available. Ground-effect machines Drag (Aerodynamics)
195	Tunnelling in soils : movements and structures Tsutsumi, Mitsuo January 1983 (has links) The present dissertation describes some of the ground movement problems associated with tunnelling in soft ground. A possible response of pipelines to such ground movements is also studied in the context of a case history of pipes lying parallel to a tunnel centre line. Analyses of tunnel excavation with and without lining installation, and of the pipe behaviour, have been performed by means of the finite element method. Four examples of analysis and their results are presented, with the main characteristics related the each being highlighted. Field observations of ground movements caused by tunnelling in soil have been gathered together and added to those presented by Peck (1969) and Attewell (1977) in order to attempt to define empirical relations that could describe a geometric form of settlement profile and to predict its magnitude. A three-dimensional finite element program has been written in order to carry out the style of analysis that two-dimensional models cannot accommodate. The isoparametric hexahedral rectangular element has been used in view of its facility in programming and discretising the medium of interest. The computer program has been developed to allow for different loading conditions and calculations to be carried out using linear material behaviour only. Features which have been considered in the tunnel-ground-pipes analyses include simulation of incremental construction. Because it was clearly impractical to model the entire system of interest by means of a single finite element mesh, an alternative analytical-numerical hybrid technique is described. 631.4 Pipe laying in soft ground
196	A study on the rheology of frozen soils. Adalan, Galip January 1968 (has links) No description available. Frozen ground Rheology Soil mechanics
197	Extreme ground effect / by Gillian Margaret Read Read, Gillian Margaret January 1988 (has links) Bibliography: leaves 117-120 / vii, 120 leaves : ill ; 30 cm. / Title page, contents and abstract only. The complete thesis in print form is available from the University Library. / Thesis (Ph.D.)--Dept. of Applied Mathematics, University of Adelaide, 1988 533.62 20 Ground-cushion phenomenon.
198	Non-isothermal vapor transport in a single unsaturated rock fracture Cullinan, Stephen Robert. January 1983 (has links) (PDF) Thesis (M.S. - Hydrology and Water Resources)--University of Arizona, 1983. / Includes bibliographical references (leaves 58-59).
199	Natural airflow through the Apache Leap tuff near Superior, Arizona Smith, Stewart James, January 1989 (has links) (PDF) Thesis (M.S. - Hydrology and Water Resources)--University of Arizona, 1989. / Includes bibliographical references (leaf 77).
200	Effects of recharge events below on-site wastewater drain fields as related to soil type Weckbacher, Jason. Yelderman, Joe C. January 2007 (has links) Thesis (M.S.)--Baylor University, 2007. / Includes bibliographical references (p. 58-60).

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