Large-Scale Instrumented Triaxial Setup for Investigating the Response of Soft Clay Reinforced with Sand Column Groups-Reference-Cited by-同舟云学术

Large-Scale Instrumented Triaxial Setup for Investigating the Response of Soft Clay Reinforced with Sand Column Groups

Published:2021-10 Issue:10 Volume:21 Page:04021180
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Almikati Abdurrahman¹^ORCID,Najjar Shadi²^ORCID,Sadek Salah³^ORCID

Affiliation:

1. Ph.D. Student, Dept. of Civil and Environmental Engineering, American Univ. of Beirut, Bliss St., Beirut 1107 2020, Lebanon (corresponding author). ORCID: .

2. Associate Professor of Civil and Environmental Engineering, American Univ. of Beirut, Bliss St., Beirut 1107 2020, Lebanon. ORCID: .

3. Professor of Civil and Environmental Engineering, American Univ. of Beirut, Bliss St., Beirut 1107 2020, Lebanon. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002148

Reference34 articles.

1. AlMikati, A., S. Najjar, and S. Sadek. 2020. “The drained response of soft clays reinforced with sand column groups.” In Geo-Congress 2020: Foundations, Soil Improvement, and Erosion, 411–420. Reston, VA: ASCE.

2. Experimental study on sand and gravel columns in clay

3. Experimental study on shear strength of cohesive soils reinforced with stone columns;Aslani M.;Geotech. Geol. Eng.,2019

4. ASTM. 2011. Standard test method for consolidated drained triaxial compression test for soils. D7181. Reston, VA: ASTM.

5. Bachus, R. C., and R. D. Barksdale. 1984. “Vertical and lateral behavior of model stone columns.” In Proc. Int. Conf. on In Situ Soil and Rock Reinforcement, 99–104. Paris: Colloque International.

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