Results 171 to 180 of about 1,758,534 (254)

Viscoplastic behaviour of soft clay???

Géotechnique, 1997
Based on an extensive experimental programme, this paper presents the stress—strain—time behaviour of a natural soft clay. The clay was part of the foundation soil of Le Flumet dam, whose delayed settlements were very large. The main aim of this study was to explain, to quantify and to anticipate that settlement.
A. Fodil, W. Aloulou, P. Y. Hicher
openaire   +1 more source

Modelling Soft Clay Behaviour

2011
Since the development of predictive techniques for estimating soil displacements is underpinned by, and critically dependent on, the constitutive models adopted to represent the soil response, it seems only natural to describe some of these fundamental tools that have been used successfully to date for this task.
Jinchun Chai, John P. Carter
openaire   +1 more source

Rheology and Soft Clay Engineering

1986
The theory of rheology can be used to solve various problems in soft clay engineering. Only by this theory, can the time factor of soft clay be appropriately considered for consolidation and stability. In the first part of this paper, Lee's analogy method is used to solve equations for a plate on visco-elastic foundation as an example.
J-H Qian, S-Y Wang, Z-P Guo
openaire   +1 more source

Solidification of Nansha soft clay using cement-based composite curing agents

, 2020
Solidifying Nansha soft clay using environmentally friendly curing agents can reduce the disturbance to and destruction of the ecological environment.
Xing Gong, Jiuge Niu, Shihua Liang, Deluan Feng, Qingzi Luo   +4 more
semanticscholar   +1 more source

Behaviour of stabilized soft clay

2011
The paper presents analysis of stabilized soft clay stress-strain behaviour based on drained triaxial test results performed on stabilized and reconstituted soft clay. Main parameters concerning sample preparation and affecting efficiency of stabilization are addressed.
Mataic, I, Vepsäläinen, P., Lojander, M., Korhonen, O.   +5 more
  +6 more sources

Lateral Pressures from Soft Clay

Journal of the Soil Mechanics and Foundations Division, 1972
FOLLOWING CESSATION OF RETAINING WALL MOVEMENT EARTH PRESSURES FROM SOFT CLAY HAVING LIQUIDITY INDICES EQUAL TO OR GREATER THAN UNITY CREEP BACK TO THE AT-REST VALUE. THE RIGID MODEL RETAINING WALL TESTS INDICATE THAT REDUCTIONS IN THE LATERAL PRESSURE OCCUR IMMEDIATELY WHEN WALL MOVEMENTS ARE INDUCED.
Peter J. Moore, Graham K. Spencer
openaire   +1 more source

Centrifugal and numerical modeling of stiffened deep mixed column-supported embankment with slab over soft clay

Canadian geotechnical journal (Print), 2019
A stiffened deep mixed (SDM) column can significantly increase the bearing capacity, reduce settlement, and enhance the slope stability of soft clays as compared with a conventional deep mixed (DM) column. This technique involves inserting plain concrete,
Zhen Zhang, G. Ye, Yongsheng Cai, Zhao Zhang   +3 more
semanticscholar   +1 more source

Embankment Design on Soft Clays

Journal of Geotechnical Engineering, 1991
A new design procedure for stageconstructed embankments on soft clays is developed. The criticalstate theory is applied and the plastic behavior of normally consolidated clays is taken into account...
Cinicioğlu, Sfo, Togrol, E
openaire   +2 more sources

Overconsolidation in Soft Clay Deposits

Géotechnique, 1970
A METHOD OF SEPARATING THE DEGREE OF OVERCONSOLIDATION OF SOFT CLAY DEPOSITS, WHICH RESULT FROM CHANGES IN GROUND STRESSES AND GROUNDWATER LEVEL AND FROM TOTAL DEGREE OF OVERCONSOLIDATION IN THE GROUND, IS OUTLINED. /RRL/
openaire   +1 more source

Cyclic Behavior of Tianjin Soft Clay under Intermittent Combined-Frequency Cyclic Loading

, 2020
Subgrade soft clays are subjected to intermittent changeable-frequency cyclic loading and exhibit complex dynamic reactions compared with those under single-frequency cyclic loading.
Lei Huayang, Min Liu, Feng Shuangxi, Jing-jin Liu, M. Jiang   +4 more
semanticscholar   +1 more source