A numerical study of cone penetration in fine-grained soils allowing for consolidation effects

Géotechnique ◽  
2012 ◽  
Vol 62 (8) ◽  
pp. 707-719 ◽  
Author(s):  
J.T. YI ◽  
S.H. GOH ◽  
F.H. LEE ◽  
M.F. RANDOLPH
Author(s):  
C. H. Adam

AbstractThis paper describes the methods available to perform static electric cone penetration tests (CPT's) in shallow waters. It refers to both the coastal environment and inland waterways up to a water depth of around 25 to 30 m.Whilst the benefits of the speed of CPT's over water are reduced, compared with testing on land, the technique is still much quicker than conventional boring and sampling methods and offers significant cost savings. One of the other main advantages is the quality and accuracy of the information obtained particularly in submerged fine grained granular soils.There are a number of techniques which can be used to perform CPT's in shallow waters. These include detached CPT rigs mounted on small jack-up barges, fixed platforms and floating barges and seabed ballast block systems. The most suitable technique depends on a number of factors including water depth, site exposure, tidal conditions and seabed soil conditions.The cone design, testing methods and interpretation of CPT data are discussed briefly. Particular reference is made to recent developments in the use of the piezocone and other sensors.


Géotechnique ◽  
2004 ◽  
Vol 54 (4) ◽  
pp. 257-267 ◽  
Author(s):  
Q. Lu ◽  
M. F. Randolph ◽  
Y. Hu ◽  
I. C. Bugarski

2021 ◽  
Vol 301 ◽  
pp. 117450
Author(s):  
Peixiao Mao ◽  
Yizhao Wan ◽  
Jiaxin Sun ◽  
Yanlong Li ◽  
Gaowei Hu ◽  
...  

2020 ◽  
Vol 195 ◽  
pp. 01027
Author(s):  
Riccardo Scarfone ◽  
Simon J. Wheeler ◽  
Colin C. Smith

Slope instability is often caused by decreases in suction due to heavy and prolonged rainfall. In this study, the application of capillary barrier systems (CBSs) for suction control and slope stabilization purposes (i.e. reducing the risk of rainfall-induced slope instabilities) is analysed, due to their capacity to limit the percolation of water into the underlying soil. The behaviour of two slopes was studied numerically: a bare slope made of fine-grained soil and the same slope covered by a capillary barrier system. The time evolution of suction in the slopes subjected to realistic atmospheric conditions was studied by performing numerical finite element analyses with Code_Bright. In particular, multi-phase multi-physics thermo-hydraulic analyses were performed, modelling the soil-atmosphere interaction over periods of many years. Suction and degree of saturation distributions obtained from these analyses were then exported to the software LimitState GEO, which was used to perform limit analysis to assess the stability of the slopes. The CBS was able to limit the percolation of water into the slope and was shown to be effective in increasing the minimum values of suction attained in the underlying ground, resulting in improved stability of the slope.


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