A Web-based Data Format for Ground Investigation Data.
(2003)
Journal Article
Toll, D., & Shields, R. (2003). A Web-based Data Format for Ground Investigation Data. The electronic journal of geotechnical engineering, 8(D),
Triaxial behaviour of a cemented gravelly sand, Tehran Alluvium. (2003)
Journal Article
Asghari, E., Toll, D., & Haeri, S. (2003). Triaxial behaviour of a cemented gravelly sand, Tehran Alluvium. Geotechnical and Geological Engineering, 21(1), 1-28. https://doi.org/10.1023/a%3A1022934624666
Pre-failure behaviour of the tropical clay soils of Dhaka, Bangladesh. (2003)
Conference Proceeding
Toll, D., & Hossain, A. (2003). Pre-failure behaviour of the tropical clay soils of Dhaka, Bangladesh.
Factors affecting Infiltration into an Unsaturated Soil Slope. (2003)
Conference Proceeding
Tsaparas, I., & Toll, D. (2003). Factors affecting Infiltration into an Unsaturated Soil Slope.
On the Shear Strength of Unsaturated Soils. (2003)
Conference Proceeding
Toll, D. (2003). On the Shear Strength of Unsaturated Soils. In I. Jefferson, & M. Frost (Eds.),
Representing geotechnical entities on the world wide web (2003)
Journal Article
Toll, D., & Cubitt, A. (2003). Representing geotechnical entities on the world wide web. Advances in Engineering Software, 34(11-12), 729-736. https://doi.org/10.1016/s0965-9978%2803%2900097-8This paper describes the development of GeotechML, a mark-up language for representing geotechnical data on the web. GeotechML is a version of XML (Extensible Mark-up Language) specifically targeted at geotechnical engineering. The representation of... Read More about Representing geotechnical entities on the world wide web.
Special issue on Civil-Comp 2001. (2003)
Journal Article
Topping, B., & Toll, D. (2003). Special issue on Civil-Comp 2001. Advances in Engineering Software, 34(11-12), 655-656. https://doi.org/10.1016/s0965-9978%2803%2900096-6
Infiltration characteristics of two instrumented residual soil slopes. (2003)
Journal Article
Tsaparas, I., Rahardjo, H., Toll, D., & Leong, E. (2003). Infiltration characteristics of two instrumented residual soil slopes. Canadian Geotechnical Journal, 40(5), 1012-1032. https://doi.org/10.1139/t03-049
Critical-state parameters for an unsaturated residual sandy clay (2003)
Journal Article
Toll, D., & Ong, B. (2003). Critical-state parameters for an unsaturated residual sandy clay. Géotechnique, 53(1), 93-103. https://doi.org/10.1680/geot.53.1.93.37255This paper presents experimental data from constant water content triaxial tests on a residual soil from Singapore, tested under unsaturated conditions with measurements of matric suctions. The data for critical-state conditions from these tests are... Read More about Critical-state parameters for an unsaturated residual sandy clay.