Recent ASCE Journal Articles - ASCE

Semianalytical Solution for the Transient Response of One-Dimensional Saturated Multilayered Soil Column
by Yun Zhao; Xuemei Chen; Zhendong Shan; Daosheng Ling; and Zhaoran Xiao 1Lecturer, College of Civil Engineering and Architecture, Henan Univ. of Technology, Number 32 Building, Lianhua Rd., Zhengzhou 450001, China. Email: zhaoyun1106@163.com 2M.D. Student, College of Civil Engineering and Architecture, Henan Univ. of Technology, Number 32 Building, Lianhua Rd., Zhengzhou 450001, China. Email: 2538258626@qq.com 3Professor, Institute of Engineering Mechanics, China Earthquake Administration, 29 Xuefu Rd., Harbin 150080, China (corresponding author). Email: shanzhendong@gmail.com 4Professor, MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhejiang Univ., Anzhong Building, 866 Yuhangtang Rd., Hangzhou 310058, China. Email: dsling@zju.edu.cn 5Professor, College of Civil Engineering and Architecture, Henan Univ. of Technology, Number 32 Building, Lianhua Rd., Zhengzhou 450001, China. Email: cexzr@163.com on September 27, 2022 at 7:00 am
International Journal of Geomechanics, Volume 22, Issue 12, December 1, 2022.
Integrated Analytical Model for Characterizing Stress Distribution of Geosynthetic-Reinforced and Pile-Supported Embankments
by Yanbin Jiang; Kai Yao; Sin Mei Lim; Yi Tang; Ning He; Beixiao Shi; and Yu Rong 1Lecturer, School of Architectural Engineering, Jinling Institute of Technology, Nanjing 211169, China; Key Laboratory of Flood and Drought Disaster Defense, Ministry of Water Resources, Nanjing 210029, China. ORCID: https://orcid.org/0000-0002-1301-0705. Email: jiangyanbin@jit.edu.cn; tumujyb@163.com 2Professor, School of Qilu Transportation, Shandong Univ., Jinan 250002, China; Shenzhen Research Institute of Shandong Univ., Shenzhen 518057, China (corresponding author). ORCID: https://orcid.org/0000-0001-8846-5184. Email: yaokai@sdu.edu.cn 3Research Fellow, NUS Environmental Research Institute, Dept. of Civil and Environmental Engineering, National Univ. of Singapore, Singapore 117576, Singapore. ORCID: https://orcid.org/0000-0001-9616-5480. Email: drsinmei@gmail.com 4Professor, Geotechnical Engineering Dept., Nanjing Hydraulic Research Institute, Nanjing 210024, China. Email: ytang@nhri.cn 5Professor, Geotechnical Engineering Dept., Nanjing Hydraulic Research Institute, Nanjing 210024, China. Email: nhe@nhri.cn 6Professor, Geotechnical Engineering Dept., Nanjing Hydraulic Research Institute, Nanjing 210024, China. Email: shibeixiao@nhri.cn 7Master’s Student, School of Qilu Transportation, Shandong Univ., Jinan 250002, China. Email: rongyu@mail.sdu.edu.cn on September 27, 2022 at 7:00 am
International Journal of Geomechanics, Volume 22, Issue 12, December 1, 2022.
Experimental Study on Load-Transfer Mechanism and Failure Mode of Batter Pile under Oblique Uplift Loading
by Kaiyuan Liu; Chengshun Xu; Haibin Xu; Wenlong Zhu; and Zhibao Nie 1Institute of Science and Technology, New Energy Technology Innovation Center, China Three Gorges Corporation, Beijing 100038, China. 2College of Architecture and Civil Engineering, Beijing Univ. of Technology, Beijing 100124, China (corresponding author). Email: xcs_2017@163.com 3Institute of Science and Technology, New Energy Technology Innovation Center, China Three Gorges Corporation, Beijing 100038, China. 4Institute of Science and Technology, New Energy Technology Innovation Center, China Three Gorges Corporation, Beijing 100038, China. 5Geotechnical Engineering Laboratory, China Electric Power Research Institute, Beijing 102401, China. on September 27, 2022 at 7:00 am
International Journal of Geomechanics, Volume 22, Issue 12, December 1, 2022.
An Analytical Solution for 2D Plane Strain Consolidation in Unsaturated Soils with Lateral and Vertical Semipermeable Drainage Boundaries under Time-Dependent Loading
by Yang Liu; Jun-Jie Zheng; Lingyun You; Jia-Tai Lu; Lan Cui; Wen-Yu Yang; and Zhan-Fang Huang 1Ph.D. Candidate, Institute of Geotechnical and Underground Engineering, Huazhong Univ. of Science and Technology, Wuhan 430074, China. ORCID: https://orcid.org/0000-0003-0990-4084 2Professor, Institute of Geotechnical and Underground Engineering, Huazhong Univ. of Science and Technology, Wuhan 430074, China (corresponding author). ORCID: https://orcid.org/0000-0001-9679-4914. Email: zhengjj@hust.edu.cn 3Associate Professor, School of Civil and Hydraulic Engineering, Huazhong Univ. of Science and Technology, Wuhan 430074, China. ORCID: https://orcid.org/0000-0002-6576-8200 4M.Sc. Student, Institute of Geotechnical and Underground Engineering, Huazhong Univ. of Science and Technology, Wuhan 430074, China. 5Assistant Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; Univ. of Chinese Academy of Sciences, Beijing 100049, China. 6Ph.D. Candidate, Institute of Geotechnical and Underground Engineering, Huazhong Univ. of Science and Technology, Wuhan 430074, China. 7Associate Professor, School of Construction Engineering, Shandong Univ. of Technology, Zibo 255000, China on September 26, 2022 at 7:00 am
International Journal of Geomechanics, Volume 22, Issue 12, December 1, 2022.
Discussion of “Protection of Buried Utilities against Repeated Loading: Application of Geogrid-EPS Geofoam System” by M. Abdollahi, S. N. Moghaddas Tafreshi, and B. Leshchinsky
by Vishnu Diyaljee Managing Director, GAEA Engineering Ltd., 33 Ashby Field Rd., Brampton, ON L6X 0R4, Canada. ORCID: https://orcid.org/0000-0003-4513-2341. Email: diy001@gaeaeng.com on September 26, 2022 at 7:00 am
International Journal of Geomechanics, Volume 22, Issue 12, December 1, 2022.