Profiling the In Situ Compressibility of Cretaceous Shale Using Grouted-in Piezometers and Laboratory Testing-Reference-Cited by-同舟云学术

Profiling the In Situ Compressibility of Cretaceous Shale Using Grouted-in Piezometers and Laboratory Testing

Published:2017 Issue: Volume: Page:296-303
ISSN:1866-8755
Container-title:Advances in Laboratory Testing and Modelling of Soils and Shales (ATMSS)
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Author:

Smith Laura,Lee Barbour S.,Jim Hendry M.,Elwood D.

Publisher

Springer International Publishing

Link

http://link.springer.com/content/pdf/10.1007/978-3-319-52773-4_34

Reference14 articles.

1. Bjerrum L (1967) Progressive failure in slopes of overconsolidated clay and clay shales. Proc J Soil Mech Found Div 93:1–49. American Society of Civil Engineers

2. Christensen EA (1968a) Pleistocene stratigraphy of the Saskatoon area, Saskatchewan, Canada. Can J Earth Sci 5:1167–1173

3. Christensen EA (1968b) A thin till in west-central Saskatchewan. Canada. Can J Earth Sci 5:329–336

4. Casagrande A (1936) The determination of the pre-consolidation load and its practical significance. In: Proceedings of the international conference on soil mechanics and foundation engineering. Harvard University Cambridge, pp 60–64

5. Dawson FM, Evans CG, Marsh R, Richardson R (2008) Uppermost Cretaceous and tertiary strata of the western Canada sedimentary basin. In: Geological atlas of the western Canada sedimentary basin. Canadian Society of Petroleum Geologists and Alberta Research Council, Special Report 4

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. A comparison of small strain stiffness in till as measured by seismic refraction and barometric loading response;Quarterly Journal of Engineering Geology and Hydrogeology;2018-06-12

2. Profiling the In Situ Compressibility of Cretaceous Shale Using Grouted-in Piezometers and Laboratory Testing;Advances in Laboratory Testing and Modelling of Soils and Shales (ATMSS);2017