Basal Heave Stability of Braced Excavations Considering Spatial Variability in Cement-Admixed Soil Slab
Author:
Affiliation:
1. Dept. of Civil Engineering, Indian Institute of Technology Roorkee, India.
2. Pey Jal Nigam Uttarakhand, Government of Uttarakhand, Almora, India.
Publisher
American Society of Civil Engineers
Link
https://ascelibrary.org/doi/pdf/10.1061/9780784485415.024
Reference16 articles.
1. Design procedure for the modelling of jet-grout column slabs supporting deep excavations;Comodromos E. A.;Computers and Geotechnics,2018
2. Physicochemical and Engineering behaviour of cement treated clays.;Chew S. H.;Journal of Geotechnical and Geoenvironmental Engineering,2004
3. Essler, R., and Yoshida, H. (2004). In: M. P. Moseley, K. Kirsch (Eds.), Ground Improvement. Taylor & Francis Group, London and New York, pp. 160–196.
4. Deterministic and reliability assessment of basal heave stability for braced excavations with jet grout base slab
5. Effect of spatial variation of strength and modulus on the lateral compression response of cement-admixed clay slab
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