Reliability-based design on the bearing capacity of cement-treated ground considering the spatial variability of shear strength

K. Kasama, K. Zen

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

Cement-mixing method is gaining popularity as a method for stabilizing soft soils in applications ranging from the improvement of foundation properties to mitigation of liquefaction. However, spatial variability in the shear strength of the cement-treated ground introduces uncertainties in estimating the bearing capacity for design. This paper presents a reliability assessment for the bearing capacity of cement-treated ground based on the results of a probabilistic study in which the shear strength of the cement-treated ground is represented as a random field in Monte Carlo simulations of undrained stability for a surface foundation using numerical limit analyses. A statistical interpretation of the bearing capacity is based on Monte-Carlo simulations using the Random Field Numerical Limit Analyses. The results show how the bearing capacity is related to the coefficient of variation and correlation length scale in the shear strength of cement-treated ground. Based on the result, an overdesign factor, percent defective and resistance factor in LRFD for the bearing capacity of cement-treated ground are proposed to obtain a target reliability index.

Original languageEnglish
Title of host publicationProceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering
Subtitle of host publicationThe Academia and Practice of Geotechnical Engineering
Pages2304-2307
Number of pages4
DOIs
Publication statusPublished - Dec 1 2009
Event17th International Conference on Soil Mechanics and Geotechnical Engineering, ICSMGE 2009 - Alexandria, Egypt
Duration: Oct 5 2009Oct 9 2009

Publication series

NameProceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering: The Academia and Practice of Geotechnical Engineering
Volume3

Other

Other17th International Conference on Soil Mechanics and Geotechnical Engineering, ICSMGE 2009
CountryEgypt
CityAlexandria
Period10/5/0910/9/09

Fingerprint

Bearing capacity
bearing capacity
Shear strength
shear strength
Cements
cement
soft soil
Liquefaction
liquefaction
simulation
mitigation
Soils

All Science Journal Classification (ASJC) codes

  • Geotechnical Engineering and Engineering Geology

Cite this

Kasama, K., & Zen, K. (2009). Reliability-based design on the bearing capacity of cement-treated ground considering the spatial variability of shear strength. In Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering: The Academia and Practice of Geotechnical Engineering (pp. 2304-2307). (Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering: The Academia and Practice of Geotechnical Engineering; Vol. 3). https://doi.org/10.3233/978-1-60750-031-5-2304

Reliability-based design on the bearing capacity of cement-treated ground considering the spatial variability of shear strength. / Kasama, K.; Zen, K.

Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering: The Academia and Practice of Geotechnical Engineering. 2009. p. 2304-2307 (Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering: The Academia and Practice of Geotechnical Engineering; Vol. 3).

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Kasama, K & Zen, K 2009, Reliability-based design on the bearing capacity of cement-treated ground considering the spatial variability of shear strength. in Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering: The Academia and Practice of Geotechnical Engineering. Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering: The Academia and Practice of Geotechnical Engineering, vol. 3, pp. 2304-2307, 17th International Conference on Soil Mechanics and Geotechnical Engineering, ICSMGE 2009, Alexandria, Egypt, 10/5/09. https://doi.org/10.3233/978-1-60750-031-5-2304
Kasama K, Zen K. Reliability-based design on the bearing capacity of cement-treated ground considering the spatial variability of shear strength. In Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering: The Academia and Practice of Geotechnical Engineering. 2009. p. 2304-2307. (Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering: The Academia and Practice of Geotechnical Engineering). https://doi.org/10.3233/978-1-60750-031-5-2304
Kasama, K. ; Zen, K. / Reliability-based design on the bearing capacity of cement-treated ground considering the spatial variability of shear strength. Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering: The Academia and Practice of Geotechnical Engineering. 2009. pp. 2304-2307 (Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering: The Academia and Practice of Geotechnical Engineering).
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