A New Laboratory Procedure to Study Stress Relief in Soil Samples
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Publisher
Springer International Publishing
Link
http://link.springer.com/content/pdf/10.1007/978-3-319-56487-6_11
Reference24 articles.
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2. Amundsen HA, Jønland J, Emdal A, Thakur V (2017) An attempt to monitor pore pressure changes in a block sample during and after sampling. Géotechnique Letters 7(2)
3. Amundsen HA, Emdal A, Thakur V (2017) A new approach to investigate the effect of stress relief in soft clay samples. To be submitted to Géotechnique
4. Bjerrum L (1967) Engineering geology of Norwegian normally-consolidated marine clays as related to settlements of buildings. Géotechnique 17(2):83–118
5. Carrubba P (2000) Stress relief disturbance and residual pore pressure in cohesive soils. Soils Found 40(1):57–72
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. Assessment of existing Vs-Lab correlations regarding Eastern Canadian clays;Soil Dynamics and Earthquake Engineering;2023-01
2. Field Rebound and Recompression Curve of Soft Clay;Geotechnical Testing Journal;2020-01-16
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