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Titlebook: Advances in Transportation Geotechnics IV; Proceedings of the 4 Erol Tutumluer,Soheil Nazarian,Issam I.A. Qamhia Conference proceedings 202

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21#
發(fā)表于 2025-3-25 06:04:38 | 只看該作者
Lecture Notes in Civil Engineeringhttp://image.papertrans.cn/a/image/150039.jpg
22#
發(fā)表于 2025-3-25 08:47:20 | 只看該作者
Advances in Transportation Geotechnics IV978-3-030-77238-3Series ISSN 2366-2557 Series E-ISSN 2366-2565
23#
發(fā)表于 2025-3-25 15:32:12 | 只看該作者
2366-2557 eliable and sustainable infrastructures. This volume will be of interest to?postgraduate students, academics, researchers, and consultants working in the field of civil and transport infrastructure.?978-3-030-77240-6978-3-030-77238-3Series ISSN 2366-2557 Series E-ISSN 2366-2565
24#
發(fā)表于 2025-3-25 17:31:58 | 只看該作者
25#
發(fā)表于 2025-3-25 22:46:16 | 只看該作者
26#
發(fā)表于 2025-3-26 00:30:32 | 只看該作者
27#
發(fā)表于 2025-3-26 07:30:36 | 只看該作者
Conference proceedings 2022 transportation infrastructure with the goal of providing safe, economic, environmental, reliable and sustainable infrastructures. This volume will be of interest to?postgraduate students, academics, researchers, and consultants working in the field of civil and transport infrastructure.?
28#
發(fā)表于 2025-3-26 12:22:13 | 只看該作者
2366-2557 associated with building smart and connected transportationThis volume presents selected papers presented during the?4.th. International Conference on Transportation Geotechnics. The papers address the geotechnical challenges in design, construction, maintenance, monitoring, and upgrading of roads,
29#
發(fā)表于 2025-3-26 12:59:10 | 只看該作者
The Influence of Variation in Groundwater Table on Ground Vibrations from Underground Tunnelsnstrate that the vibration levels increase as the groundwater table drops. The displacement field is similar to that of a saturated half-space when the groundwater table is above the tunnel, while it is similar to that of a dry single-phase half-space as the groundwater table is under the tunnel.
30#
發(fā)表于 2025-3-26 20:32:24 | 只看該作者
A Stress–Dependent Approach for Estimation of Drum–Soil Contact Areat algorithms. The contact area of the drum was estimated based on the stress distribution at the soil–drum interface for more representative pavement responses than those obtained from Hertzian models. The contact areas from this approach showed good agreement with those measured in the field.
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