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检索条件"作者=Pornkasem JONGPRADIsT"
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Improved prediction of pile bending moment and deflection due to adjacent braced excavation
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Frontiers of Structural and Civil Engineering 2023年 第11期17卷 1739-1759页
作者: Chana PHUTTHANANON pornkasem jongpradist Duangkamol SIRIRAK Prateep LUEPRASERT Pitthaya JAMSAWANG Construction Innovations and Future Infrastructures Research Center Department of Civil EngineeringFaculty of EngineeringKing Mongkut's University of Technology ThonburiBangkok 10140Thailand Department of Civil Engineering School of EngineeringKing Mongkut's Institute of Technology LadkrabangBangkok 10520Thailand Soil Engineering Research Center Department of Civil EngineeringKing Mongkut's University of Technology North BangkokBangkok10800Thailand
Deep excavations in dense urban areas have caused damage to nearby existing structures in numerous past construction *** assessment is crucial in the initial design *** study develops equations to predict the existing... 详细信息
来源: 维普期刊数据库 维普期刊数据库 同方期刊数据库 同方期刊数据库 评论
Reliability-based settlement analysis of embankments over soft soils reinforced with T-shaped deep cement mixing piles
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Frontiers of Structural and Civil Engineering 2022年 第5期16卷 638-656页
作者: Chana PHUTTHANANON pornkasem jongpradist Daniel DIAS Xiangfeng GUO Pitthaya JAMSAWANG Julien BAROTH Construction Innovations and Future Infrastructures Research Center Department of Civil EngineeringFaculty of EngineeringKing Mongkut’s University of Technology ThonburiBangkok 10140Thailand 3SR Laboratory Grenoble INPFrench National Centre for Scientific Research(CNRS)Grenoble Alpes UniversityGrenoble 38000France Antea Group Antony 92160France Soil Engineering Research Center Department of Civil EngineeringKing Mongkut’s University of Technology North BangkokBangkok 10800Thailand
This paper presents a reliability-based settlement analysis of T-shaped deep cement mixing(TDM)pile-supported embankments over soft *** uncertainties of the mechanical properties of the in-situ soil,pile,and embankmen... 详细信息
来源: 维普期刊数据库 维普期刊数据库 同方期刊数据库 同方期刊数据库 评论
Numerical investigation on the responses of existing single piles due to adjacent twin tunneling considering the lagging distance
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Underground Space 2023年 第4期11卷 171-188页
作者: Chana Phutthananon Somkiat Lertkultanon pornkasem jongpradist Ochok Duangsano Suched Likitlersuang Pitthaya Jamsawang Construction Innovations and Future Infrastructures Research Center Department of Civil EngineeringFaculty of EngineeringKing Mongkut’s University of Technology ThonburiBangkok 10140Thailand Geotechnical and Foundation Engineering Co. LtdBangkok 10230Thailand Centre of Excellence in Geotechnical and Geoenvironmental Engineering Department of Civil EngineeringFaculty of EngineeringChulalongkorn UniversityBangkok 10330Thailand Soil Engineering Research Center Department of Civil EngineeringKing Mongkut’s University of Technology North BangkokBangkok 10800Thailand
This paper presents an assessment of the influence of the lagging distance between two horizontal tunnel faces of the side-by-side twin tunnels on the responses of the adjacent existing single pile by a series of thre... 详细信息
来源: 维普期刊数据库 维普期刊数据库 评论
Reliability assessment for serviceability limit states of stiffened deep cement mixing column-supported embankments
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Journal of Rock Mechanics and Geotechnical Engineering 2023年 第9期15卷 2402-2422页
作者: Chana Phutthananon pornkasem jongpradist Kangwan Kandavorawong Daniel Dias Xiangfeng Guo Pitthaya Jamsawang Construction Innovations and Future Infrastructures Research Center Department of Civil EngineeringFaculty of EngineeringKing Mongkut’s University of Technology ThonburiBangkok10140Thailand Laboratory 3SR Grenoble INPCNRSGrenoble Alpes UniversityGrenoble38000France Department of Civil and Environmental Engineering National University of SingaporeSingapore119077Singapore Soil Engineering Research Center Department of Civil EngineeringKing Mongkut’s University of Technology North BangkokBangkok10800Thailand
The reliability and deterministic analyses of wood-cored stiffened deep cement mixing and deep cement mixing column-supported embankments(referred to as WSCSE and DCSE,respectively)considering serviceability limit sta... 详细信息
来源: 维普期刊数据库 维普期刊数据库 评论