Application of the Taguchi Method to Enhance Bearing Capacity in Geotechnical Engineering: Case Studies

Author:

Mortazavi Bak Hamid1,Noorbakhsh Makan2ORCID,Halabian Amir M.3ORCID,Rowshanzamir Mohammadali4,Hashemolhosseini Hamid4

Affiliation:

1. Dept. of Civil Engineering, Isfahan Univ. of Technology, Khomeyni Shahr, Isfahan 84156-83111, Iran (corresponding author).

2. Dept. of Civil Engineering, Isfahan Univ. of Technology, Khomeyni Shahr, Isfahan 84156-83111, Iran. ORCID: .

3. Associate Professor, Dept. of Civil Engineering, Isfahan Univ. of Technology, Khomeyni Shahr, Isfahan 84156-83111, Iran. ORCID: .

4. Associate Professor, Dept. of Civil Engineering, Isfahan Univ. of Technology, Khomeyni Shahr, Isfahan 84156-83111, Iran.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Reference67 articles.

1. An experimental evaluation of the behavior of footings on geosynthetic-reinforced sand

2. Finite element analysis of helical piles subjected to axial impact loading

3. ASTM. 2010a. Standard test methods for specific gravity of soil solids by water pycnometer. ASTM D584. West Conshohocken, PA: ASTM.

4. ASTM. 2010b. Standard practice for classification of soils for engineering purposes (unified soil classification system). ASTM D2487-10. West Conshohocken, PA: ASTM.

5. ASTM. 2013. Testing piles under static compressive load. ASTM D1143-07. West Conshohocken, PA: ASTM.

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