Experimental and Numerical Studies on Load-Carrying Capacities of Encased Micropiles with Perforated Configuration under Axial and Lateral Loadings-Reference-Cited by-同舟云学术

Experimental and Numerical Studies on Load-Carrying Capacities of Encased Micropiles with Perforated Configuration under Axial and Lateral Loadings

Published:2021-06 Issue:6 Volume:21 Page:04021083
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Hong Seongcheol¹,Kim Garam²,Kim Incheol²,Abbas Qaisar³^ORCID,Lee Junhwan⁴

Affiliation:

1. Project Engineer, Naru Construction co., Ltd. 1702, 31, Daehak-ro, Yuseong-gu, Daejeon 34168, Republic of Korea.

2. Graduate Research Assistant, School of Civil and Environmental Engineering, Yonsei Univ., 50, Yonsei-ro, Seodaemun-gu, Seoul 03722, Republic of Korea.

3. Graduate Research Assistant, School of Civil and Environmental Engineering, Yonsei Univ., 50, Yonsei-ro, Seodaemun-gu, Seoul 03722, Republic of Korea. ORCID: .

4. Professor, School of Civil and Environmental Engineering, Yonsei Univ., 50, Yonsei-ro, Seodaemun-gu, Seoul 03722, Republic of Korea (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002019

Reference37 articles.

1. Geotechnical capacity of hollow-bar micropiles in cohesive soils

2. Performance of Hollow Bar Micropiles under Monotonic and Cyclic Lateral Loads

3. Laterally Loaded Battered Piles in Sandy Soils

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