Paper Review Records
All Paper Review Records
10 valid samples · Newest publication first
Review days = acceptance date − received date. PDF, DOI, and publisher-page sources are retained.
Behavior of surface loaded precast cut-and-cover tunnel in geogrid reinforced backfill – experimental and numerical investigation
AuthorsWooseok Shin; Chungsik Yoo
AffiliationsSchool of Civil, Architectural. and Landscape Architecture, Sungkyunkwan University, 2066 Seobu-Ro, Jan-An Gu, Suwon-si, Gyeonggi-do, 16419, South Korea
Lateral deformation and strain localization in soft ground improved by prefabricated vertical drains under vacuum consolidation with sheet-pile system
AuthorsTrong Nghia-Nguyen; Salisa Chaiyaput; Vo Nguyen Phu Huan
AffiliationsFaculty of Engineering, Vietnamese-German University, Ho Chi Minh City, Vietnam; School of Engineering, King Mongkut’s Institute of Technology Ladkrabang, Bangkok 10520, Thailand; Faculty of Civil Engineering, Ho Chi Minh City Open University, Ho Chi Minh City, Vietnam
2D discrete element method simulation for direct shear of nonwoven needle-punched geotextile with pillar structure and co-extruded textured geomembrane
AuthorsGaojie Xu; Jianyong Shi; Yuping Li; Shi Shu; Xun Wu; Yuchen Zhang; Shijin Feng
AffiliationsCollege of Civil Engineering, Tongji University, Shanghai, 200092, China; Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education, Department of Geotechnical Engineering, Tongji University, Shanghai, 200092, China; Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing, 210024, China; East China Electric Power Design Institute Co., Ltd. of China Power Engineering Consulting Group, China
Influence of specimen stiffness and in-soil temperature on pullout response of PET straps
AuthorsAníbal Moncada; Richard J. Bathurst; Ivan P. Damians; Sebastià Olivella
AffiliationsInternational Centre for Numerical Methods in Engineering (CIMNE), Barcelona, Spain; Department of Civil and Environmental Engineering (DECA), Universitat Politècnica de Catalunya·BarcelonaTech (UPC), Barcelona, Spain; Department of Civil Engineering, GeoEngineering Centre at Queens's-RMC, Royal Military College of Canada, Kingston, Ontario, K7K 7B4, Canada; VSL International Ltd, Barcelona, Spain
Experimental investigation of back-to-back MSE walls with different reinforcement configurations under footing loading
AuthorsTurki Alsharari; Sarper Demirdogen; Jie Han
AffiliationsDepartment of Civil, Environmental, and Architectural Engineering, University of Kansas, Lawrence, KS, 66045, USA; Department of Civil Engineering, College of Engineering, Jouf University, Sakaka, 72388, Saudi Arabia
Zonal micromechanics of geogrid-ballast interaction from triaxial tests and discrete element modeling
AuthorsPhuriwit Jaikaew; Yu Qian
AffiliationsDepartment of Civil and Environmental Engineering, University of South Carolina, Columbia, SC, USA
Design aspects of geocell anchor cages for soil reinforcement
AuthorsAarya Krishna; Gali Madhavi Latha
AffiliationsDepartment of Civil Engineering, Indian Institute of Science, Bangalore, 560012, India
Analysis of interface shear capacity of geosynthetic reinforcement in unsaturated soils: Insights from planar to 3D reinforcement configurations
AuthorsAbbas Mahboobi; Mahmoud Ghazavi; Kianoosh Hatami
AffiliationsFaculty of Civil Engineering, K. N. Toosi University of Technology, Tehran, Iran; School of Civil Engineering and Environmental Science, University of Oklahoma, USA
Effect of particle size and shape of sand on dynamic strength characteristics of the sand-geomembrane interface
AuthorsGopal Das; Virat Singh Chauhan; Manojit Samanta
AffiliationsAcademy of Scientific & Innovative Research (AcSIR), Ghaziabad, Uttar Pradesh, India; CSIR – Central Building Research Institute, Roorkee, Uttarakhand, India; Geotechnical & Geo-Hazard Group, CSIR – Central Building Research Institute, Roorkee, Uttarakhand, India
Life cycle assessment of geogrid-reinforced unpaved roads
AuthorsSong Xue; Sanat Pokharel; Cheng Lin
AffiliationsDepartment of Civil Engineering, University of Victoria, Victoria, British Columbia, Canada; Stratum Logics, Inc., Acheson, Alberta, Canada
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