jabber
发表于 2025-3-28 15:45:06
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寄生虫
发表于 2025-3-28 21:01:54
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过剩
发表于 2025-3-29 00:33:40
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Instantaneous
发表于 2025-3-29 06:41:39
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Sinus-Rhythm
发表于 2025-3-29 09:07:49
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Ordnance
发表于 2025-3-29 13:10:35
Bearing Capacity of Breakwater Mound Under Tsunami-Induced Seepage Flowzontal load and seepage flow. According to the model tests, seepage force resulted in decrease of a bearing capacity. In addition, it was confirmed that finite element method analyses could simulate the model tests, and the suitable hypothetical adhesion was shown to simulate the effect of seepage force.
健忘症
发表于 2025-3-29 16:26:21
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慢慢流出
发表于 2025-3-29 20:14:49
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PANG
发表于 2025-3-30 03:12:51
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inveigh
发表于 2025-3-30 07:56:46
Problemstellung und theoretischer Rahmen,ical examinations including the centrifuge model tests, it can be concluded that the increase of the pore water pressure in the thin ash-fall deposits layer with high permeability has promoted the decrease of the effective confining pressure in the layer, and it caused the surface failures in the hillside slopes.