91 |
Designing subsurface drainage systems to avoid excessive drainage of sands.Rashid-Noah, Augustine Bundu. January 1981 (has links)
Water balance calculations were conducted for data obtained from a soil moisture characteristic to demonstrate the effect of different subsurface drain depths on the extent of droughtiness of a sandy soil. / Laboratory experiments were conducted on samples of sandy soils of the St. Lawrence lowlands to determine pertinent physical and soil-water properties. These properties were used, together with published crop data, to determine the effect of different subsurface drain depths on the quantity of available water in the soils studied. / Empirical relationships were derived among some of the properties measured, with the objective of enabling future drainage planners to make preliminary assessments of the likelihood of the occurrence of excessive drainage in a particular soil. / Based on information gained from this study, subsurface drainage-problem cases, representing conditions similar to those existing in the fields studied, were analysed and designs or design improvements were suggested for minimising the problem exemplified in each case.
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92 |
Diffusion and diffuse cementation in lime and cement stabilized clayey soilStocker, P. T. Unknown Date (has links)
No description available.
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93 |
Quantitative criteria for the selection and stabilisation of soils for rammed earth wall construction /Burroughs, Van Stephan. January 2001 (has links)
Thesis (Ph. D.)--University of New South Wales, 2001. / Also available online.
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94 |
Critical state framework for interpretation of geotechnical properties of cement treated soilsSariosseiri, Farid, January 2008 (has links) (PDF)
Thesis (Ph. D.)--Washington State University, August 2008. / Includes bibliographical references (p. 129-135).
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95 |
Using the impulse response technique to estimate the length of in-situ soil nails /Salloum, Tareq, January 1900 (has links)
Thesis (M. App. Sc.)--Carleton University, 2003. / Includes bibliographical references (p. 98-100). Also available in electronic format on the Internet.
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96 |
Numerical simulation of the performance of horizontal drains for subsurface slope stabilizationPathmanathan, Marie Leony. January 2009 (has links) (PDF)
Thesis (M.S. in civil engineering)--Washington State University, May 2009. / Title from PDF title page (viewed on July 27, 2009). "Department of Civil and Environmental Engineering." Includes bibliographical references (p. 82-84).
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97 |
Evaluation of geosynthetic reinforcement for long-term stability of embankment slopes /Saleh, Atef A., January 1998 (has links)
Thesis (Ph. D.)--University of Texas at Austin, 1998. / Vita. Includes bibliographical references (leaves 526-540). Available also in a digital version from Dissertation Abstracts.
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98 |
Dual-porosity structure and bimodal hydraulic property functions for unsaturated coarse granular soils /Li, Xu. January 2009 (has links)
Thesis (Ph.D.)--Hong Kong University of Science and Technology, 2009. / Includes bibliographical references (p. 267-285).
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99 |
The nature and magnitude of soil compaction in different human-modified habitats in Hong KongPang, Mei-yee. January 2001 (has links)
Thesis (M.Phil.)--University of Hong Kong, 2002. / Includes bibliographical references (leaves. Also available in print.
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100 |
Soil nailing a robust design for joint-controlled weathered rock in Hong Kong /Lee, Chun-fai, Julian. January 2003 (has links)
Thesis (M. Sc.)--University of Hong Kong, 2003. / Also available in print.
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