深渊 发表于 2025-3-30 08:45:50
http://reply.papertrans.cn/31/3009/300894/300894_51.png表被动 发表于 2025-3-30 12:30:24
http://reply.papertrans.cn/31/3009/300894/300894_52.png烦忧 发表于 2025-3-30 18:08:29
http://reply.papertrans.cn/31/3009/300894/300894_53.pnginchoate 发表于 2025-3-30 22:31:17
The Byzantine Period (395-1453 AD)tion. The analyses are facilitated using a non linear dynamic macroelement for the soil-foundation system. Three base conditions are examined, namely fixed base, linear foundation and non-linear foundation including uplift and soil plasticity. IDA curves are produced for a variety of intensity and dHaphazard 发表于 2025-3-31 01:44:31
http://reply.papertrans.cn/31/3009/300894/300894_55.pngextrovert 发表于 2025-3-31 05:05:45
Benedetto Terracini,Roberto Zanettin of well-known SPT-based criteria. Given that fines significantly affect both the density of sand-fines mixes and penetration resistance of sandy soils, one of the key problems in the evaluation of the influence of fines on sand behaviour is establishing a common basis for comparison of clean sands