Works matching IS 00083674 AND DT 2008 AND VI 45 AND IP 6
Results: 11
Bearing capacity of strip footings on purely frictional soil under eccentric and inclined loads.
- Published in:
- Canadian Geotechnical Journal, 2008, v. 45, n. 6, p. 768, doi. 10.1139/T08-015
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- Article
Parameter estimation for modelling clogging of granular medium permeated with leachate.
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- Canadian Geotechnical Journal, 2008, v. 45, n. 6, p. 812, doi. 10.1139/T08-013
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- Article
Basal heave analysis of excavations with consideration of anisotropic undrained strength of clay.
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- Canadian Geotechnical Journal, 2008, v. 45, n. 6, p. 788, doi. 10.1139/T08-006
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- Article
Temperature dependence of dielectric properties of moist soils.
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- Canadian Geotechnical Journal, 2008, v. 45, n. 6, p. 888, doi. 10.1139/T08-007
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- Article
Numerical modeling of sand drain performance — a case study of the Salter Street Bridge construction.
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- Canadian Geotechnical Journal, 2008, v. 45, n. 6, p. 751, doi. 10.1139/T08-008
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- Article
Effects of side slope on low-volume road pavement performance: a full-scale assessment.
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- Canadian Geotechnical Journal, 2008, v. 45, n. 6, p. 853, doi. 10.1139/T08-018
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- Article
Application of rock mass classification techniques to weak rock masses: A case study from the Ruahine Range, North Island, New Zealand.
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- Canadian Geotechnical Journal, 2008, v. 45, n. 6, p. 800, doi. 10.1139/T08-019
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- Article
Estimating compaction behavior of fine-grained soils based on compaction energy.
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- Canadian Geotechnical Journal, 2008, v. 45, n. 6, p. 877, doi. 10.1139/T08-022
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- Article
Evaluation of soil state from SBP and CPT: A case history.
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- Canadian Geotechnical Journal, 2008, v. 45, n. 6, p. 824, doi. 10.1139/T08-025
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- Article
A case study on the post-construction deformation of concrete face rockfill dams.
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- Canadian Geotechnical Journal, 2008, v. 45, n. 6, p. 845, doi. 10.1139/T08-020
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- Article
Channeling during settling and self-weight consolidation of cohesive sediments.
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- Canadian Geotechnical Journal, 2008, v. 45, n. 6, p. 867, doi. 10.1139/T08-031
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- Article