Dissipation testing of Singapore marine clay by piezocone tests

Geotechnical and Geological Engineering

Volumn 25, Issue 6, 2007, Pages 647-656

  Arulrajah, A ^a   Bo, M W ^b   Nikraz, H ^c   Balasubramaniam, A S ^d  

^a SWINBURNE UNIVERSITY OF TECHNOLOGY   (Australia)

^b DST CONSULTING ENGINEERS INC   (Canada)

^c CURTIN UNIVERSITY   (Australia)

^d GRIFFITH UNIVERSITY   (Australia)

Author keywords

Dissipation; In situ; Marine clay; Piezocone; Pore pressure

Indexed keywords

CHARACTERIZATION; CONSOLIDATION; HYDRAULIC CONDUCTIVITY; PORE PRESSURE;

HORIZONTAL FLOW; PIEZOCONE DISSIPATION TEST;

CLAY;

CLAY; CONSOLIDATION; DISSIPATION; HYDRAULIC CONDUCTIVITY; PIEZOMETER; PORE PRESSURE;

ASIA; CHANGI; EURASIA; SINGAPORE [SOUTHEAST ASIA]; SOUTHEAST ASIA;

EID: 36649008306     PISSN: 09603182     EISSN: None     Source Type: Journal    
DOI: 10.1007/s10706-007-9137-4     Document Type: Article

References (8)

1. Arulrajah A, Nikraz H, Bo MW (2005) In-situ testing of Singapore marine clay at Changi. Geotech Geol Eng 23:111-130
2. Baligh MM, Levadoux JN (1986) Consolidation after undrained piezocone penetration. II: Interpretation. J Geotech Eng ASCE 112:727-745
3. Bo MW, Arulrajah A, Choa V (1997) Assessment of degree of consolidation in soil improvement project. Proceedings of the international conference on ground improvement techniques, May, Macau, pp 71-80
4. Bo MW, Arulrajah A, Choa V, Chang MF (1998a) Site characterization for land reclamation project at Changi in Singapore. In Roberson and Mayne (eds) Proceedings of the 1st international conference on site characterization (geotechnical site characterization), April 1998. Balkema, Rotterdam, Atlanta, USA, pp 333-338
5. Bo MW, Arulrajah A, Choa V (1998b) The hydraulic conductivity of Singapore marine clay at Changi. Q J Eng Geol 31:291-299
6. Bo MW, Chang MF, Arulrajah A, Choa V (2000) Undrained shear strength of the Singapore marine clay at Changi from in-situ tests. Geotech Eng 31(2):91-107
7. Chu J, Bo MW, Chang MF, Choa V (2002) Consolidation and permeability properties of Singapore marine clay. J Geotech Geoenviron Eng 128(9):724-732
8. De Beer EE, Goelen E, Heynew WJ Joustra K (1988) Cone penetration test (CPT): International reference test procedure. Proceedings of the 1st international symposium on penetration testing, vol 2. Orlando, USA, pp 737-744