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書目名稱Ground Improvement and Earth Structures影響因子(影響力)




書目名稱Ground Improvement and Earth Structures影響因子(影響力)學科排名




書目名稱Ground Improvement and Earth Structures網(wǎng)絡(luò)公開度




書目名稱Ground Improvement and Earth Structures網(wǎng)絡(luò)公開度學科排名




書目名稱Ground Improvement and Earth Structures被引頻次




書目名稱Ground Improvement and Earth Structures被引頻次學科排名




書目名稱Ground Improvement and Earth Structures年度引用




書目名稱Ground Improvement and Earth Structures年度引用學科排名




書目名稱Ground Improvement and Earth Structures讀者反饋




書目名稱Ground Improvement and Earth Structures讀者反饋學科排名

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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

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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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Coronation

,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

Coronation

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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