المؤلفون: Wang, Shun^Aff4, Kang, Xuan^Aff5, Xu, Guofang^Aff6, Bian, Hongguang^Aff4, Wu, Wei^Aff5

المساهمون: Wu, Wei, Series Editor^{Aff1, Aff2}, Wang, Yunteng, editor^Aff3

المصدر: Recent Geotechnical Research at BOKU. :211-223

المؤلفون: Zhang, Weng-xiang, Pei, Xiang-jun^{Aff1, IDs1162902382717_cor2}, Zhang, Xiao-chao^{Aff1, IDs1162902382717_cor3}, Wu, Xue-min, Xiao, Wei-yang, Qin, Liang^{Aff3, Aff4}, Zhu, Jin-yu

المصدر: Journal of Mountain Science. 20(12):3552-3567

المؤلفون: Da HUANG, Yikang GAO, Wenbo HUANG

المصدر: Shuiwen dizhi gongcheng dizhi, Vol 51, Iss 2, Pp 123-131 (2024)

مصطلحات موضوعية: gravel soil, seepage erosion, ct, pore microstructure, landslide, Geology, QE1-996.5

وصف الملف: electronic resource

Relation: https://doaj.org/toc/1000-3665

URL الوصول: https://doaj.org/article/873c7551bc0f437e8f80ea391b02a0ed

المؤلفون: Yang, Liang, Xu, Wenyuan^{Aff1, IDs4099902300858w_cor2}, Li, Keke, Han, Pengwei, Wu, Yuxuan

المصدر: International Journal of Civil Engineering. 21(10):1679-1695

المؤلفون: Hui DONG, Fengming TAN, Zihua CHENG, Qianfeng GAO, Jiazhan REN

المصدر: Shuiwen dizhi gongcheng dizhi, Vol 51, Iss 1, Pp 69-81 (2024)

مصطلحات موضوعية: gravel soil, seepage erosion, fine grains migration, migration mode, critical condition, Geology, QE1-996.5

وصف الملف: electronic resource

Relation: https://doaj.org/toc/1000-3665

URL الوصول: https://doaj.org/article/f3e1b809a6844a7db8bced966533467e

المؤلفون: Ye LU, Yuechuan HUANG

المصدر: Zhongguo dizhi zaihai yu fangzhi xuebao, Vol 34, Iss 4, Pp 49-57 (2023)

مصطلحات موضوعية: digital image correlation technology, stone content, model test, gravel soil, porosity, Geology, QE1-996.5

وصف الملف: electronic resource

Relation: https://doaj.org/toc/1003-8035

URL الوصول: https://doaj.org/article/1d2cb357d0fc4c58b8c945af35459762

المؤلفون: Jian Wang, Chunye Ying, Xinli Hu, Jinhong Xu, Hao Zong, Jin Liang, Lanxin Li

المصدر: 地质科技通报, Vol 41, Iss 6, Pp 294-300 (2022)

مصطلحات موضوعية: gravel-soil, immersion, large-scale direct shear test, triaxial compression test, shear strength, shear strength attenuation, attenuation mechanism, Geology, QE1-996.5, Engineering geology. Rock mechanics. Soil mechanics. Underground construction, TA703-712

وصف الملف: electronic resource

Relation: https://doaj.org/toc/2096-8523

URL الوصول: https://doaj.org/article/e17eb03035ce4ffb8d1ba7e49cf9439e

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المؤلفون: Peng Du, Dequan Zhou, Xiaoling Liu, Xin Chen

المصدر: Frontiers in Earth Science, Vol 11 (2023)

مصطلحات موضوعية: gravel soil, interface, shear test, numerical calculation, evolution process, Science

وصف الملف: electronic resource

Relation: https://www.frontiersin.org/articles/10.3389/feart.2023.1112568/full; https://doaj.org/toc/2296-6463

URL الوصول: https://doaj.org/article/fdc233420ba44d07a8fcc46340aea9b3

المؤلفون: Qian, Zengzhen, Lu, Xianlong, Tong, Ruiming

المصدر: 2013 Fifth International Conference on Measuring Technology and Mechatronics Automation Measuring Technology and Mechatronics Automation (ICMTMA), 2013 Fifth International Conference on. :574-579 Jan, 2013

Relation: 2013 Fifth International Conference on Measuring Technology and Mechatronics Automation (ICMTMA)