Pile Groups and Piled Footings Bearing in Weakly Cemented Residual Soil
Author:
Funder
cnpq
fapergs-cnpq
capes
Publisher
Springer Science and Business Media LLC
Subject
Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture
Link
https://link.springer.com/content/pdf/10.1007/s10706-022-02349-6.pdf
Reference44 articles.
1. Abbasali TG, Asskar JC (2018) Numerical analysis of settlement and bearing behaviour of piled raft in Babol clay. Eur J Environ Civ Eng 22(8):978–1003. https://doi.org/10.1080/19648189.2016.1229230
2. Alnuaim AM, El Naggar MH, El Naggar H (2015) Performance of micropiled raft in clay subjected to vertical concentrated load: centrifuge modeling. Can Geotech J 52(12):2017–2029. https://doi.org/10.1139/cgj-2014-0448
3. ASTM D5084 (2016) Standard test methods for measurement of hydraulic conductivity of saturated porous materials using a flexible wall permeameter. ASTM International, West Conshohocken. https://doi.org/10.1520/D5084-16A
4. ASTM D2487 (2017a) Standard practice for classification of soils for engineering purposes (Unified Soil Classification System). ASTM International, West Conshohocken. https://doi.org/10.1520/D2487-17E01
5. ASTM D4318 (2017b) Standard test methods for liquid limit, plastic limit, and plasticity index of soils. ASTM International, West Conshohocken.https://doi.org/10.1520/D4318-17E01
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