Peak Shear Strength of Discrete Fiber-Reinforced Soils Computed by Machine Learning and Metaensemble Methods-Reference-Cited by-同舟云学术

Peak Shear Strength of Discrete Fiber-Reinforced Soils Computed by Machine Learning and Metaensemble Methods

Published:2016-11 Issue:6 Volume:30 Page:04016036
ISSN:0887-3801
Container-title:Journal of Computing in Civil Engineering
language:en
Short-container-title:J. Comput. Civ. Eng.

Author:

Chou Jui-Sheng¹,Yang Kuo-Hsin²,Lin Jie-Ying³

Affiliation:

1. Professor, Dept. of Civil and Construction Engineering, National Taiwan Univ. of Science and Technology, 43, Section 4, Keelung Rd., Taipei 10607, Taiwan; Eminent Scholar, Del E. Webb School of Construction, School of Sustainable Engineering and the Built Environment, Arizona State Univ., Tempe, AZ 85287 (corresponding author).

2. Associate Professor, Dept. of Civil and Construction Engineering, National Taiwan Univ. of Science and Technology, 43, Section 4, Keelung Rd., Taipei 10607, Taiwan.

3. Graduate Research Assistant, Dept. of Civil and Construction Engineering, National Taiwan Univ. of Science and Technology, 43, Section 4, Keelung Rd., Taipei 10607, Taiwan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Computer Science Applications,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CP.1943-5487.0000595

Reference69 articles.

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4. Behavior of granular soils reinforced with discrete randomly oriented inclusions

5. Effects of coir fibers on tensile and compressive strength of lime treated soft soil

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