TECHNICAL PAPERS
Nov 1, 2001

Aging of Oil/Gas-Bearing Sediments, Their Compressibility, and Subsidence

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 127, Issue 11

Abstract

The in situ stiffness and apparent maximum preconsolidation stress of many soils and sediments appear to be higher than in the laboratory tests. We seek to verify experimentally whether this also holds for deep marine sediments. We also discuss an alternative explanation for this effect to the classical one, implying the sample damage during coring. We test numerically the explanation, suggesting possible unaccounted changes in stiffness, occurring in sediments in situ when subjected to aging, or secondary compression for geological scale time periods. Results of “aging tests” on sandy and clayey sediments are presented, involving secondary compression at the constant in situ stress level, during which strain develops together with other changes in properties. Only two weeks of aging produced a notable increase in the apparent maximum preconsolidation stress and in the stiffness below it, and above the in situ stress. A framework for a mathematical model is proposed, based on the supposition that during aging the sediment develops a secondary microstructure through reactions of local dissolution/precipitation of less stable minerals.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Bjerrum, L. ( 1972). “Embankments on soft ground.” Proc., ASCE Spec. Conf. Performance of earth and earth supported structures, Vol. 2, 1–54.
2.
Bjerrum, L. ( 1973). “Problems of soil mechanics and construction on soft clays.” 8th International Congress of Soil Mechanics and Foundation Engineering, Vol. 3, 111–159.
3.
Cassiani, G., Palozzo, W., and Zoccatelli, C. ( 2000). “Simulation of subsidence caused by gas production from an off-shore field and comparison with field data.” Envir. and Engrg. Geosci. J., in press.
4.
Denisov, N. Y., and Reltov, B. F. ( 1961). “The influence of certain processes on the strength of soils.” Proc., 5th Int. Conf., SMFE, Vol. 1(12), 75–78.
5.
De Waal, J. A. ( 1986). “On the rate type compactation behavior of sandstone reservoir rock.” PhD thesis, Delft Technical University, Delft, The Netherlands.
6.
Ellstein, A. (1991). “Discussion of `The mechanical aging of soils,' by J. H. Schmertmann.”J. Geotech. Engrg., ASCE, 118(12), 2012–2013.
7.
Holtz, R. D., and Broms, B. ( 1972). “Long-term loading test at Ska-Edeby, Sweden.” Proc., ASCE Spec. Conf., Performance of earth and earth supported structures, Vol. 2, New York, 21–22.
8.
Holtz, R. D., Jamiolkowski, M. B., and Lancellotta, R. (1986). “Lessons from oedometer tests on high quality samples.”J. Geotech. Engrg., ASCE, 112(8), 768–776.
9.
Hueckel, T., and Baldi, G. (1990). “Termoplasticity of saturated clays: Experimental constitutive study.”J. Geotech. Engrg., ASCE, 116(12), 1778–1796.
10.
Hueckel, T., and Nova, R. ( 1979). “Some hysteresis effects of the behaviour of geologic media.” Int. J. Solids and Struct., 15, 625–642.
11.
Hueckel, T., Tao, F., Cassiani, G., and Pellegrino, A. ( 1999). “Reactive plasticity for geological materials with a double structure evolving during aging.” Constitutive laws for engineering materials, R. C. Picu and E. Krempl, eds., RPI, Troy, N.Y., 383–387.
12.
Kosloff, D., Scott, R. F., and Scranton, M. ( 1980). “Finite element simulation of Wilmington oil field subsidence: Non-linear modeling.” Tectonophys., 70, 159–183.
13.
Lambe, T. W., and Whitman, R. V. ( 1969). Soil Mechanics, Wiley, New York.
14.
Leonards, G. A., and Altschaeffl, A. G. (1964). “Compressibility of clay.”J. Soil Mech. and Found. Div., ASCE, 90(5), 133–155.
15.
Leroueil, S., Perret, D., and Locat, J. ( 1996). “Strain rate and structural effects on the compressibility of a young clay.” Proc., Measuring and modeling time dependent soil behavior, Geotech. Spec. Publ. No. 61, ASCE, New York, 137–150.
16.
Lessard, G., and Mitchell, J. K. ( 1985). “The causes and effects of aging in quick clays.” Can. Geotech. J., 22(3), 335–346.
17.
Mesri, G., Feng, T. W., and Benak, J. M. (1990). “Postdensification penetration resistance of clean sands.”J. Geotech. Engrg., ASCE, 116(7), 1095–1115.
18.
Mitchell, J. K. ( 1975). Fundamentals of soil behavior, 1st Ed., Wiley, New York.
19.
Mitchell, J. K. ( 1993). Fundamentals of soil behavior, 2nd Ed., Wiley, New York.
20.
Mitchell, J. K., and Solymar, Z. V. (1984). “Time-dependent strength gain in freshly deposited or densified sand.”J. Geotech. Engrg., ASCE, 110(11), 1559–1576.
21.
Miura, N., and Yamanouchi, T. (1978). “Discussion of `Adhesion bonds in sands at high pressures,' by K. L. Lee.”J. Geotech. Engrg. Div., ASCE, 104(12), 1523–1525.
22.
Perret, D., Locat, J., and Leroueil, S. ( 1995). “Strength development with burial in fine grained sediments from the Saguenay Fjord, Quebec.” Can. Geotech. J., Ottawa, 32(2), 247–252.
23.
Plum, R. L., and Esrig, M. I. ( 1969). “Some temperature effects on soil compressibility and pore water pressure.” Effects of temperature and heat on engineering behavior of soils, Spec. Rep., Vol. 103, Highway Research Board, Washington, D.C., 231–242.
24.
Renard, F., and Ortoleva, P. ( 1997). “Water films at grain-grain contacts: Debye-Hückel, osmotic model of stress, salinity, and mineralogy dependence.” Geochimica et Cosmochimica Acta, Elsevier, Amsterdam, The Netherlands, 61(10), 1963–1970.
25.
Rivera, A., Ledoux, E., and de Marsily, G. ( 1991). “Non-linear modeling of groundwater flow and total subsidence of the Mexico City aquifer aquitard system.” Proc., Land Subsidence, IAHS Publ., Vol. 200, International Association of Hydrological Sciences, Wallingford, U.K., 45–58.
26.
Schmertmann, J. H. ( 1964). “Generalizing and measuring the Hvorslev effective components of shear resistance.” Symp. on Lab. Shear Testing of Soils, STP 361, ASTM, West Conshohocken, Pa., 147–162.
27.
Schmertmann, J. H. (1983). “A simple question about consolidation.”J. Geotech. Engrg., ASCE, 109(1), 119–122.
28.
Schmertmann, J. H. (1991). “The mechanical aging of soils.”J. Geotech. Engrg., ASCE, 117(9), 1288–1330.
29.
Scott, R. F. ( 1979). “Subsidence—A review.” Evaluation and prediction of subsidence, S. K. Saxena, ed., ASCE, New York, 1–25.
30.
Terazaghi, K., Peck, R. B., and Mesri, G. ( 1996). Soil mechanics in engineering practice, 3rd Ed., Wiley, New York.
31.
Teatini, P., Gambolati, G., and Tosi, L. ( 1995). “A new three-dimensional non-linear model of the subsidence at Venice.” Proc., 5th Int. Symp. on Land Subsidence, IAHS Publ. No. 234, International Association of Hydrological Sciences, Wallingford, U.K., 353–361.
32.
Wood, D. M. ( 1994). Soil behaviour and critical state soil mechanics, Cambridge University Press, Cambridge.
33.
Zeevaert, L. ( 1983). Foundation engineering for difficult subsoil conditions, 2nd Ed., Van Nostrand Reinhold, New York.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 127Issue 11November 2001
Pages: 926 - 938

History

Received: Jun 15, 2000
Published online: Nov 1, 2001
Published in print: Nov 2001

Permissions

Request permissions for this article.

Authors

Affiliations

Assoc. Prof., Duke Univ., Civ. and Envir. Engrg. Dept., Durham, NC 27708.
Lect., Lancaster Univ., Dept. of Envir. Sci., Lancaster, LA1 4YQ, UK; formerly, ENI, Divisione Agip, Milan, Italy.
Grad. Student, Duke Univ., Civ. and Envir. Engrg. Dept., Durham, NC 27708.
Sr. Res. Engr., ENI, Divisione Agip, Milan, Italy.
Assoc. Prof., Ferrara Univ., Engrg. Dept., Ferrara, Italy; formerly, ISMES, Bergamo, Italy.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share