المؤلفون: Dogra, Ankush Kumar^{Aff1, IDs42417023012472_cor1}, Rupali, S.

المصدر: Journal of Vibration Engineering & Technologies. 12(4):6197-6214

المؤلفون: Yan Tang, Han Jiang, Zide Yang, Shiyao Xiong, Gaofeng Xu, Junhao Chen, Shi Shu

المصدر: Scientific Reports, Vol 14, Iss 1, Pp 1-10 (2024)

مصطلحات موضوعية: Waste mud, Solidification, Unconfined compressive strength, Compression coefficient, Triaxial test, Resonant column test, Medicine, Science

وصف الملف: electronic resource

Relation: https://doaj.org/toc/2045-2322

URL الوصول: https://doaj.org/article/c1b0ffcb4a554d0695c3d2abe163495a

المؤلفون: Wang, Yaning^Aff11, Wei, Desheng^Aff11, Zhai, Lei^Aff11, Qin, Huilai^Aff11, Chen, Zheng^Aff11, Zhu, Yuxuan^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, Lu, Xinzheng, Series Editor^Aff9, Feng, Guangliang, editor^Aff10

المصدر: Proceedings of the 10th International Conference on Civil Engineering. 526:1-15

المؤلفون: Omar EI-Shafee, Inthuorn Sasanakul, Tarek Abdoun, Mourad Zeghal

المصدر: Geotechnics, Vol 4, Iss 2, Pp 430-446 (2024)

مصطلحات موضوعية: hydraulic fill, resonant column test, shear wave velocity, bender elements, collapsible soil, dry pluviation, Dynamic and structural geology, QE500-639.5

وصف الملف: electronic resource

Relation: https://www.mdpi.com/2673-7094/4/2/24; https://doaj.org/toc/2673-7094

URL الوصول: https://doaj.org/article/69348793637a49c484e2e06689f470c1

المؤلفون: Ji-Won Kim, Song-Hun Chong, Jin-Seop Kim, Geon-Young Kim

المصدر: Journal of Rock Mechanics and Geotechnical Engineering, Vol 15, Iss 10, Pp 2496-2507 (2023)

مصطلحات موضوعية: Engineered barrier system, Bentonite erosion and intrusion, Jointed rock mass, Long-wavelength elastic wave velocity, Quasi-static resonant column test, Three-dimensional distinct element code (3DEC), Engineering geology. Rock mechanics. Soil mechanics. Underground construction, TA703-712

وصف الملف: electronic resource

Relation: http://www.sciencedirect.com/science/article/pii/S1674775523000598; https://doaj.org/toc/1674-7755

URL الوصول: https://doaj.org/article/e91c0bc7ee764fdd818ee7774b3be19a

المؤلفون: Shinde, Ninad Sanjeev^Aff11, Kumar, Jyant^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, Shrikhande, Manish, editor^Aff8, Agarwal, Pankaj, editor^Aff9, Kumar, P. C. Ashwin, editor^Aff10

المصدر: Proceedings of 17th Symposium on Earthquake Engineering (Vol. 3). 331:555-564

المؤلفون: Huang, Gege^Aff10, Lin, Hongjie^Aff10

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, Guo, Wei, editor^Aff8, Qian, Kai, editor^Aff9

المصدر: Proceedings of the 2022 International Conference on Green Building, Civil Engineering and Smart City. 211:536-541

المؤلفون: Majd Ahmad, Richard Ray

المصدر: Geotechnics, Vol 3, Iss 2, Pp 480-514 (2023)

مصطلحات موضوعية: resonant column test, torsional simple shear test, shear modulus, damping ratio, soil models, Masing criteria, Dynamic and structural geology, QE500-639.5

وصف الملف: electronic resource

Relation: https://www.mdpi.com/2673-7094/3/2/27; https://doaj.org/toc/2673-7094

URL الوصول: https://doaj.org/article/c07c7c675dd54575a54bbf430c013c2b

المؤلفون: Banzibaganye, Gerard^{Aff1, Aff2}, Vrettos, Christos^{Aff1, IDs10706022022440_cor2}

المصدر: Geotechnical and Geological Engineering: An International Journal. 40(12):5725-5738

المؤلفون: Tang, Yan, Jiang, Han, Yang, Zide, Xiong, Shiyao, Xu, Gaofeng, Chen, Junhao, Shu, Shi^{Aff2, IDs41598024679239_cor7}

المصدر: Scientific Reports. 14(1)