Lessons Learnt And Experiences Gained During Two Years Of Field Monitoring, Data Integration And Reservoir Management: A Case History Of The Mauddud Water Flood, North Kuwait

2003 ◽  
Author(s):  
H.B. Chetri ◽  
Ealian Al-Anzi ◽  
Abdullah Al-Rabah ◽  
Hussain Al-Dashti ◽  
Majdi Al-Mutawa ◽  
...  
Keyword(s):  
Data Integration ◽  
Case History ◽  
Reservoir Management ◽  
Field Monitoring ◽  
Monitoring Data ◽  
Lessons Learnt ◽  
History Of

Case History of Intensive Well and Reservoir Management and Cost Reduction Optimisation Efforts in a Mature Feild

2005 ◽  
Author(s):  
Stan Van Gisbergen ◽  
Edwin Kokoh Himawan ◽  
P. Santhana Kumar ◽  
Jeremy Harris ◽  
Buthaina Al-Barwani
Keyword(s):  
Case History ◽  
Cost Reduction ◽  
Reservoir Management ◽  
History Of

Ubit Field Rejuvenation: A Case History of Reservoir Management of a Giant Oil Field, Offshore Nigeria

1998 ◽  
Author(s):  
C.A. Clayton ◽  
M.F. Cohen ◽  
M. Anis ◽  
T.W. Cooley ◽  
M.M. Honarpour ◽  
...  
Keyword(s):  
Case History ◽  
Reservoir Management ◽  
Oil Field ◽  
History Of

Deformation of a soft estuarine deposit under a geotextile reinforced embankment

2007 ◽  
Vol 44 (5) ◽  
pp. 603-617 ◽  
Author(s):  
Curtis Kelln ◽  
Jitendra Sharma ◽  
David Hughes ◽  
Gabriel Gallagher
Keyword(s):  
Case History ◽  
General Framework ◽  
Deformation Behaviour ◽  
Soft Clay ◽  
Monitoring Program ◽  
Monitoring Data ◽  
Soft Soils ◽  
Prefabricated Vertical Drains ◽  
Vertical Drains ◽  
History Of

This paper presents a case history of a geotextile reinforced highway embankment constructed on a soft estuarine deposit installed with prefabricated vertical drains. The case history documents the geotechnical site characterization, embankment construction, and monitoring program. The loading response of the soft estuarine soil was monitored during construction using hydrostatic profile gauges, settlement plates, pneumatic piezometers, and slope inclinometers. Settlements of up to 1.3 m were measured under the 4 m high embankment. The deformation behaviour was interpreted qualitatively from the monitoring data using the general framework of elastic-plastic soil models. The effectiveness of the monitoring program is also briefly discussed. The paper provides performance details that make this case history useful to researchers studying the loading response of soft soils under a geotextile reinforced embankment.Key words: case history, embankment, soft clay, vertical drainage, reinforcement.

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