Reliability-based serviceability limit state design for immediate settlement of spread footings on clay
Authors:
- Jonathan C. HuffmanJHJonathan C. Huffman
- Andrew W. StrahlerASAndrew W. Strahler
- Armin W. StuedleinASArmin W. Stuedlein
- 1 August 2015
- journal article
- research article
- Published by Elsevier in Soils and Foundations
- Vol. 55 (4) , 798-812
Abstract
No abstract availableKeywords
This publication has 31 references indexed in Scilit:
- Serviceability limit state CPT-based design for vertically loaded shallow footings on sandGeomechanics and Geoengineering, 2011
- Resistance factors for settlement designCanadian Geotechnical Journal, 2005
- Probabilistic limiting tolerable displacements for serviceability limit state design of foundationsGéotechnique, 2005
- Vertically loaded shallow foundation on soft clayey siltProceedings of the Institution of Civil Engineers - Geotechnical Engineering, 2003
- Vertical loading experiments on rigid pad foundations at BothkennarGéotechnique, 1995
- Studies of the influence of non-linear stress–strain characteristics in soil–structure interactionGéotechnique, 1986
- The correlation of index properties with some basic engineering properties of soilsCanadian Geotechnical Journal, 1978
- Estimating the Dimension of a ModelThe Annals of Statistics, 1978
- A new look at the statistical model identificationIEEE Transactions on Automatic Control, 1974
- Some Recent Research on the Bearing Capacity of FoundationsCanadian Geotechnical Journal, 1963