Lateral Responses of a Model Pile in Biocemented Sand-Reference-Cited by-同舟云学术

Lateral Responses of a Model Pile in Biocemented Sand

Published:2021-11 Issue:11 Volume:21 Page:06021027
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Xiao Yang¹^ORCID,Stuedlein Armin W.²^ORCID,He Xiang³,Han Fei⁴^ORCID,Evans T. Matthew⁵^ORCID,Pan Zhengyu⁶,Lin Hai⁷^ORCID,Chu Jian⁸,van Paassen Leon⁹

Affiliation:

1. Professor, Key Laboratory of New Technology for Construction of Cities in Mountain Area, State Key Laboratory of Coal Mine Disaster Dynamics and Control, School of Civil Engineering, Chongqing Univ., Chongqing 400045, China. ORCID: .

2. Professor, School of Civil and Construction Engineering, Oregon State Univ., Corvallis, OR 97331 (corresponding author). ORCID: .

3. Ph.D. Candidate, School of Civil Engineering, Chongqing Univ., Chongqing 400045, China.

4. Postdoctoral Associate, Lyles School of Civil Engineering, Purdue Univ., West Lafayette, IN 47907, China. ORCID: .

5. Professor, School of Civil and Construction Engineering, Oregon State Univ., Corvallis, OR 97331. ORCID: .

6. Graduate Student, School of Civil Engineering, Chongqing Univ., Chongqing 400045, China.

7. Assistant Professor, Dept. of Civil and Environmental Engineering, Louisiana State Univ., Baton Rouge, LA 70803. ORCID: .

8. Professor, School of Civil and Environmental Engineering, Nanyang Technological Univ., 10 Blk N1, 50 Nanyang Ave., Singapore 639798.

9. Associate Professor, Center for Bio-mediated and Bio-inspired Geotechnics, Arizona State Univ., Tempe, AZ 85287-3005.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002179

Reference43 articles.

1. Biomineralization for sustainable construction – A review of processes and applications

2. Factors Affecting Efficiency of Microbially Induced Calcite Precipitation

3. Lateral Loading of a Pile in Layered Soil Using the Strain Wedge Model

4. ASTM. 2006. Standard practice for classification of soils for engineering purposes (Unified Soil Classification System). ASTM D2487-06. West Conshohocken, PA: ASTM.

5. ASTM. 2013. Standard test methods for deep foundations under lateral load. ASTM D3966/D3966M-07(2013)e1. West Conshohocken, PA: ASTM.

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