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浏览/检索结果: 共2条，第1-2条 帮助 已选(0)清除 条数/页：5101520253035404550556065707580859095100   排序方式：请选择发表日期升序发表日期降序提交时间升序提交时间降序题名升序题名降序作者升序作者降序 Effect of flow-independent viscosity on the propagation behavior of Rayleigh wave in partially saturated soil based on the fractional standard linear solid model 期刊论文 Computers and Geotechnics, 2022, 卷号: 147 作者:  Liu, Hongbo;  Dai, Guoliang;  Zhou, Fengxi;  Cao, Xiaolin;  Wang, Liye 收藏  |  浏览/下载：27/0  |  提交时间：2022/06/20 Equations of motion  Musculoskeletal system  Rayleigh waves  Relaxation time  Soils  Stress relaxation  Viscoelasticity  Viscosity  Wave functions  Attenuation coefficient  Mixture theory  Partially saturated  Partially saturated soils  Propagation behavior  Propagation characteristics  Saturated viscoelastic soils  Standard linear solid models  Standard linear solids  Viscoelastic behaviors   Semi-analytical solution for one-dimensional consolidation of fractional derivative viscoelastic saturated soils 期刊论文 COMPUTERS AND GEOTECHNICS, 2017, 卷号: 83, 页码: 30-39 作者:  Wang, Lei[1];  Sun, De'an[2];  Li, Peichao[3];  Xie, Yi[4] 收藏  |  浏览/下载：1/0  |  提交时间：2019/04/24 Semi-analytical solution  Fractional derivative viscoelasticity  Saturated soil  One-dimensional consolidation  Time-dependent loading