REFERENCES

ASTM International, 2003a. Standard test method for consolidated undrained triaxial compression test for cohesive soils (Standard D4767-02). In Annual Book of ASTM Standards (Vol. 04.08): Soil and Rock (I): West Conshohocken, PA (Am. Soc. Testing and Mater.), 911–934.

ASTM International, 2003b. Standard test method for liquid limit, plastic limit, and plasticity index of soils (Standard D4318-00). In Annual Book of ASTM Standards (Vol. 04.08): Soil and Rock (I): West Conshohocken, PA (Am. Soc. Testing and Mater.), 582–595.

ASTM International, 2003c. Standard test method for one-dimensional consolidation properties of soils using controlled-strain loading (Standard D4186-89[1998]). In Annual Book of ASTM Standards (Vol. 04.08): Soil and Rock (I): West Conshohocken, PA (Am. Soc. Testing and Mater.), 530–535.

ASTM International, 2003d. Standard test method for particle-size analysis of soils (Standard D422-63[2002]). In Annual Book of ASTM Standards (Vol. 04.08): Soil and Rock (I): West Conshohocken, PA (Am. Soc. Testing and Mater.), 10–17.

ASTM International, 2003e. Standard test methods for moisture, ash, and organic matter of peat and other organic soils (Standard D2974-00). In Annual Book of ASTM Standards (Vol. 04.08): Soil and Rock (I): West Conshohocken, PA (Am. Soc. Testing and Mater.), 330–333.

ASTM International, 2003f. Standard test methods for X-ray radiography of soil samples (Standard D4452-85[2002]). In Annual Book of ASTM Standards (Vol. 04.08): Soil and Rock (I): West Conshohocken, PA (Am. Soc. Testing and Mater.), 686–699.

ASTM International, 2004a. Standard test methods for unified soil classification system (Standard D2487-00). In Annual Book of ASTM Standards (Vol. 04.08): Soil and Rock (I): West Conshohocken, PA (Am. Soc. Testing and Mater.), 249–260.

ASTM International, 2004b. Standard test methods for rapid determination of carbonate content of soils (Standard D4347-02). In Annual Book of ASTM Standards (Vol. 04.08): Soil and Rock (I): West Conshohocken, PA (Am. Soc. Testing and Mater.), 249–260.

Germaine, J T., 1982. Development of the directional shear cell for measuring cross-anisotropic clay properties [Sc.D. thesis]. MIT, Cambridge, MA.

Korchaiyapruk, A., 2000. Development of framework for soil model input parameter selection procedures [M.S. thesis]. MIT, Cambridge, MA.

Ladd, C.C., 1991. Stability evaluation during staged construction: twenty-second Karl Terzaghi lecture. J. Geotech. Eng., 117(4):537–615.

Tan, B.B., 2004. Geotechnical characterization of sediment from hydrate ridge, Cascadia continental margin [S.M. thesis]. MIT, Cambridge, MA.

Tréhu, A.M., Bohrmann, G., Rack, F.R., Torres, M.E., et al., 2003. Proc. ODP, Init. Repts., 204 [CD-ROM]. Available from: Ocean Drilling Program, Texas A&M University, College Station TX 77845-9547, USA. [HTML]

Whittle, A.J., 1987. A constitutive model for overconsolidated clays with application to the cyclic loading of friction piles [Ph.D. thesis]. MIT, Cambridge, MA.

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