Strain-rate dependency of shear strength for a highly overconsolidated clay

J Han, C Dano, PY Hicher, ZY Yin - Soil Behavior and …, 2014 - ascelibrary.org
The paper summarizes the results from undrained triaxial compression tests on Merville
clay, a highly over-consolidated clay at Merville in the north of France. The specimens were …

[HTML][HTML] Deformation characteristics of overconsolidated clay sheared under constant and variable confining pressure

C Gu, J Wang, Y Cai, L Sun, P Wang, QY Dong - Soils and Foundations, 2016 - Elsevier
The traffic-induced settlements of clay subgrade are usually investigated based on one-way
cyclic triaxial tests. Most one-way triaxial cyclic tests on clays have been carried out on …

[PDF][PDF] Correlation between drained shear strength and plasticity index of undisturbed overconsolidated clays

KK Sørensen, N Okkels - … of the 18th international conference on soil …, 2013 - pure.au.dk
A number of triaxial compression tests have been performed by The Danish Geotechnical
Institute over the past decades on undisturbed overconsolidated Danish clays; ranging from …

Rate-dependent undrained shear behavior of saturated clay

TC Sheahan, CC Ladd, JT Germaine - Journal of Geotechnical …, 1996 - ascelibrary.org
The paper describes results from 25 K o consolidated-undrained triaxial compression tests
on resedimented Boston blue clay using a computer-automated triaxial apparatus with …

A Study of the Drained Strength Characteristics of Overconsolidated Clays at Low Effective Stresses

DC Koutsoftas - Journal of Geotechnical and Geoenvironmental …, 2024 - ascelibrary.org
This paper presents the results of a study to determine the drained strength parameters of
overconsolidated clays at low effective stresses. Overconsolidated clays experience dilation …

Effect of initial water content on undrained shear behaviour of reconstituted clays

ZS Hong, X Bian, YJ Cui, YF Gao, LL Zeng - Géotechnique, 2013 - icevirtuallibrary.com
Isotropically consolidated undrained triaxial compression shear tests were performed on
three reconstituted clays to investigate the effect of initial water content w 0 on undrained …

Undrained Behaviour of Overconsolidated Saturated Clays during Shear

A Varadarajan - Soils and Foundations, 1974 - jstage.jst.go.jp
抄録 A laboratory investigation is made on the undrained behaviour of two heavily
overconsolidated saturated clays during shear. The effect of heavy overconsolidation on …

Loss of soil structure for natural sedimentary clays

Z Hong, S Shen, Y Deng… - Proceedings of the …, 2007 - icevirtuallibrary.com
A number of oedometer and triaxial consolidated undrained triaxial shear tests were
performed on both undisturbed and reconstituted specimens of natural soft clays. Based on …

Effect of sample disturbance on triaxial and oedometer behaviour of a stiff and heavily overconsolidated clay

T Berre - Canadian Geotechnical Journal, 2014 - cdnsciencepub.com
The tests in this investigation were performed on a natural soft clay with plasticity index
around 32%, which was K 0 consolidated to a vertical stress of 2942 kPa and then K 0 …

[HTML][HTML] Rate effects on the undrained shear strength of compacted clay

W Mun, T Teixeira, MC Balci, J Svoboda… - Soils and …, 2016 - Elsevier
Unconsolidated-undrained (UU) triaxial compression tests were performed on low-plasticity
clay specimens compacted to the same void ratio but different initial degrees of saturation to …