المؤلفون: Roy, Nishant^{Aff1, IDs40515023002960_cor1}, Roshan, Aaditaya Raj

المصدر: Transportation Infrastructure Geotechnology. 11(2):515-532

المؤلفون: Li, Yong, Wu, Qifan, Yu, Zijie

المصدر: 2022 International Conference on Intelligent Transportation, Big Data & Smart City (ICITBS) ICITBS Intelligent Transportation, Big Data & Smart City (ICITBS), 2022 International Conference on. :265-268 Mar, 2022

Relation: 2022 International Conference on Intelligent Transportation, Big Data & Smart City (ICITBS)

المؤلفون: Pham, Quang Ngoc^Aff11, Ohtsuka, Satoru^Aff12, Pham, Vinh Ngoc^Aff11

المساهمون: di Prisco, Marco, Series Editor^Aff1, Chen, Sheng-Hong, Series Editor^Aff2, Vayas, Ioannis, Series Editor^Aff3, Kumar Shukla, Sanjay, Series Editor^Aff4, Sharma, Anuj, Series Editor^Aff5, Kumar, Nagesh, Series Editor^Aff6, Wang, Chien Ming, Series Editor^Aff7, Cui, Zhen-Dong, Series Editor^Aff8, Duc Long, Phung, editor^Aff9, Dung, Nguyen Tien, editor^Aff10

المصدر: Proceedings of the 5th International Conference on Geotechnics for Sustainable Infrastructure Development : GEOTEC2023; 14–15 Dec; Hanoi, Vietnam. 395:2171-2184

المؤلفون: Sen, Debasish^{Aff1, IDs40030023007714_cor1}, Begum, Mahbuba

المصدر: Journal of The Institution of Engineers (India): Series A: Civil, Architectural, Environmental and Agricultural Engineering. :1-13

المؤلفون: Zhao, Qianli^{Aff1, IDs40430024047170_cor1}

المصدر: Journal of the Brazilian Society of Mechanical Sciences and Engineering. 46(3)

المؤلفون: Pham Ngoc Vinh, Pham Ngoc Quang, Hoang Thang

المصدر: Tạp chí Khoa học và Công nghệ, Pp 28-33 (2023)

مصطلحات موضوعية: ultimate bearing capacity, shallow foundation, sandy soil, foundation roughness, eccentric load, rpfem, Technology

وصف الملف: electronic resource

Relation: https://jst-ud.vn/jst-ud/article/view/8919; https://doaj.org/toc/1859-1531

URL الوصول: https://doaj.org/article/0af9fb398f46432db87b2e5737453796

المؤلفون: Shaaban Mohammed Qasim, Al-kuaity Adnan Sadiq, Aliakbar Mohammed Redha Mahdi

المصدر: Open Engineering, Vol 13, Iss 1, Pp 1519-35 (2023)

مصطلحات موضوعية: base pressure, trapezoidal footing, triangular footing, function, eccentric load, biaxial load, Engineering (General). Civil engineering (General), TA1-2040

وصف الملف: electronic resource

Relation: https://doaj.org/toc/2391-5439

URL الوصول: https://doaj.org/article/8087a3d0cb2742578851ef940f760de2

المؤلفون: Al-Thairy, Haitham, Al-Shimarry, Nibras Atiaa^{Aff1, IDs4102402300334x_cor2}

المصدر: Journal of Building Pathology and Rehabilitation. 8(2)

المؤلفون: Zhang, Hongsheng, Cui, Li

المصدر: 2019 Prognostics and System Health Management Conference (PHM-Qingdao) Prognostics and System Health Management Conference (PHM-Qingdao), 2019. :1-5 Oct, 2019

Relation: 2019 Prognostics and System Health Management Conference (PHM-Qingdao)

المؤلفون: Pourmoosavi, Seyed Navid, Labibzadeh, Mojtaba^{Aff1, IDs4099602301175x_cor2}, Hosseinlou, Farhad, Khademalrasoul, Abdolghafour

المصدر: Iranian Journal of Science and Technology, Transactions of Civil Engineering. :1-19