Bearing Pressure of Foundation on Strong Layer Overlying Weak Clay Accounting for Compressibility
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-97-1741-5_1
Reference12 articles.
1. Button SJ (1953) The bearing capacity of footings on a two-layer cohesive subsoil. In: 3rd international conference in soil mechanics foundation engineering, pp 332–335
2. Siva Reddy A, Srinivasan RJ (1971) Bearing capacity of footings on clays. Soils Found 11(3):51–64. https://doi.org/10.3208/sandf1960.11.3_51
3. Brown JD, Meyerhof GG (1969) Experimental study on bearing capacity in layered clays. In: 7th international conference on soil mechanics and foundation engineering (Mexico). Pp, 45–51
4. Merifield RS, Sloan SW, Yu HS (1999) Rigorous plasticity solutions for the bearing capacity of two-layered clays. Geotechnique 49:471–490. https://doi.org/10.1680/geot.1999.49.4.471
5. Merifield RS, Nguyen VQ (2006) Two- and three-dimensional bearing-capacity solutions for footings on two-layered clays. Geomech Geoengin 1:151–162. https://doi.org/10.1080/17486020600632637
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