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發(fā)表于 2025-3-21 16:09:05 | 只看該作者 |倒序瀏覽 |閱讀模式
書目名稱Ground Improvement and Earth Structures
編輯Mounir Bouassida,Mohamed A. Meguid
視頻videohttp://file.papertrans.cn/389/388816/388816.mp4
叢書名稱Sustainable Civil Infrastructures
圖書封面Titlebook: ;
出版日期Conference proceedings 2018
版次1
doihttps://doi.org/10.1007/978-3-319-63889-8
isbn_softcover978-3-319-63888-1
isbn_ebook978-3-319-63889-8Series ISSN 2366-3405 Series E-ISSN 2366-3413
issn_series 2366-3405
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沙發(fā)
發(fā)表于 2025-3-21 22:54:06 | 只看該作者
板凳
發(fā)表于 2025-3-22 04:20:37 | 只看該作者
Response of Strip Footing Adjacent to Nonyielding Basement Wall,onstructed adjacent to nonyielding basement wall. Different construction design parameters have been considered including the strip footing width (B), its distance from nonyielding wall back (a), and footing embedment depth below the backfill surface (D.). The effects of nonyielding wall proximity t
地板
發(fā)表于 2025-3-22 07:11:39 | 只看該作者
3D Modeling of EPS Geofoam Buffers Behind Diaphragm Walls,, expanded polystyrene geofoam (EPS) was introduced as a compressible buffer between the wall and the retained soil. Based on verified outcomes from the literature, EPS buffers is an effective solution that can significantly reduce the static lateral earth pressure acting on flexible walls. In this
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發(fā)表于 2025-3-22 09:46:30 | 只看該作者
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發(fā)表于 2025-3-22 14:09:49 | 只看該作者
,Numerical Simulations of Ground Improvement Using Stone Columns in “Bouregreg Valley”,ignificant deformations (settlement) under loads. For Geotechnical experts, such problems present a challenge in many Moroccan regions like Rabat (Bouregreg Valley) and the northern regions. To overcome these defects, stone columns are used as a soil improvement technique to reduce settlement and to
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發(fā)表于 2025-3-22 19:11:51 | 只看該作者
Behavior of Pipelines Embedded in Self-compacting Materials Under Traffic Loads,marily as backfill e.g. in trenches. Selection of materials should be based on availability, cost, specific application and the necessary characteristics of the mixture, including flowability, strength and excavatability. The main objective of this study is to investigate numerically the behavior of
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發(fā)表于 2025-3-23 00:45:32 | 只看該作者
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發(fā)表于 2025-3-23 07:56:53 | 只看該作者
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