• 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊
  • Scopus数据库收录期刊
WANG Lei, ZHAO Chenggang. Scattering of plane Rayleigh waves in alluvial valleys with saturated soil deposits[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(2): 204-211.
Citation: WANG Lei, ZHAO Chenggang. Scattering of plane Rayleigh waves in alluvial valleys with saturated soil deposits[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(2): 204-211.

Scattering of plane Rayleigh waves in alluvial valleys with saturated soil deposits

More Information
  • Published Date: February 14, 2007
  • The scattering and diffraction of plane Rayleigh waves in circular alluvial valleys with soft soil deposits was studied with the deposits simulated by saturated porous medium of Biot dynamic theory,and the half space assumed to be elastic single-phase mediam.The expansion technique of Fourier-Bessel series was used to solve this problem.The results of amplitudes of surface displacement were presented,and the effects of frequency and the stiffness of the valley were discussed for soft and harden alluvial valleys.
  • Related Articles

    [1]CHEN Zhi-xiang, SHAO Long-tan, LI Shun-qun, GUO Xiao-xia, TIAN Xiao-jian. Design of three-dimensional true earth pressure sensor and calculation of stress parameters[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(11): 2138-2145. DOI: 10.11779/CJGE202011020
    [2]ZHU En-yang, LI Xiao-qiang, ZHU Jian-ming. Three-dimensional UH model for structured soils considering bonding[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(12): 2200-2207. DOI: 10.11779/CJGE201812006
    [3]DU Xiu-li, MA Chao, LU De-chun. Three-dimensional elastoplastic constitutive model for normal consolidated clays[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(2): 235-241. DOI: 10.11779/CJGE201502004
    [4]MA Tian-tian, WEI Chang-fu, YAN Rong-tao, WEI Hou-zhen, TIAN Hui-hui. SMP-based representation of a constitutive model for unsaturated soils[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(2): 295-300. DOI: 10.11779/CJGE201402004
    [5]SUN De-an, CHEN Li-wen, ZHEN Wen-zhan. Strain localization of overconsolidated clay under different three-dimensional stress paths[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 39-44.
    [6]YAO Yang-ping, YU Ya-ni. Extended critical state constitutive model for sand based on unified hardening parameter[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(12): 1827-1832.
    [7]LIU Han-long, XIAO Yang, CUI Yun-liang. Elasto-plastic damage constitutive model in three-dimensional stress space for structured soft soils[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(4): 637.
    [8]YAO Yangping, HOU Wei. A unified hardening model for K0 overconsolidated clays[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(3): 316-322.
    [10]Huang Wen-xi. The Influence of the Hardening Law on the Formulation of the Elasto-plastic Model of Soil[J]. Chinese Journal of Geotechnical Engineering, 1980, 2(1): 1-11.

Catalog

    Article views (1211) PDF downloads (229) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return