Abstract:
根据整体式碾压混凝土坝结构模型试验与电算分析结果,得出RCC层间薄弱面对结构应力影响的一般规律,并据此提出修改断面以节省材料的途径。
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福州大学学报(自然科学版)
ISSN: 1000-2243
CN: 35-1337/N
Year: 1994
Issue: 06
Page: 81-86
Cited Count:
WoS CC Cited Count: 0
SCOPUS Cited Count:
ESI Highly Cited Papers on the List: 0 Unfold All
WanFang Cited Count:
Chinese Cited Count:
30 Days PV: 7
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