›› 2004, Vol. 25 ›› Issue (12): 1994-1998.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Steady-state vibration analysis of layered saturated soils under axisymmetric cyclic loading

CAI Yuan-qiang1, MENG Kai2, XU Chang-jie1   

  1. 1. Department of Civil Engineering, Zhejiang University, Hangzhou 310027,China; 2. Hangzhou Institute of Architectural Design and Research, Hangzhou 310001, China
  • Received:2003-08-18 Online:2004-12-10 Published:2014-08-19

PDF (PC)

1027

Abstract: Based on the Biot’s dynamic consolidation equations, by means of Hankel transform and transfer matrix method, the integral solutions of stress and displacement for axisymmetric harmonic excitations were derived. In the study of layered soil with subjacent rock-stratum, influence of the echoes generated by the boundary and interfaces of the soils was revealed and analyzed.Finally, the effects of the depth of the soil and the loading frequency on the results were also studied.

Key words: Biot’s consolidation theory, dynamic response, saturated subsoil

CLC Number: 

  • TU 435
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
[1] LU Jun-long, ZHANG Yin, . Experimental study of the seismic response of the assembled multi-ribbed wall structure-subsoil system in frequency domain [J]. Rock and Soil Mechanics, 2019, 40(6): 2163-2171.
[2] JIANG Li-Chun, LUO En-Min, SHEN Bin-Bin, . A dynamic response of blasting to stereoscopic goaf group based on the multi-degree of freedom model method [J]. Rock and Soil Mechanics, 2019, 40(6): 2407-2415.
[3] SHI Li, WANG Hui-ping, SUN Hong-lei, PAN Xiao-dong, . Approximate analytical solution on vibrations of saturated ground induced by pile foundations [J]. Rock and Soil Mechanics, 2019, 40(5): 1750-1760.
[4] XIONG Zhong-ming, ZHANG Chao, CHEN Xuan. Model test on ground motion parameters of site with fissures under seismic loading [J]. Rock and Soil Mechanics, 2019, 40(2): 421-428.
[5] DING Bo-yang, SONG You-zheng. Dynamic response calculation for u-P solution in saturated soil subjected to an underground point source [J]. Rock and Soil Mechanics, 2019, 40(2): 474-480.
[6] XU Peng, JIANG Guan-lu, REN Shi-jie, TIAN Hong-cheng, WANG Zhi-meng, . Experimental study of dynamic response of subgrade with red mudstone and improved red mudstone [J]. Rock and Soil Mechanics, 2019, 40(2): 678-683.
[7] CUI Qi, HOU Jian-guo, SONG Yi-le. Analyses of restraint of surrounding rock and structural vibration characteristics of underground powerhouse for pumped storage power station [J]. Rock and Soil Mechanics, 2019, 40(2): 809-817.
[8] JU Neng-pan, DENG Tian-xin, LI Long-qi, JIANG Jin-yang, ZHANG Chen-yang. Centrifugal shaking table test on toppling deformation mechanism of steep bedding slope under strong earthquake [J]. Rock and Soil Mechanics, 2019, 40(1): 99-108.
[9] HU Shuai-wei, CHEN Shi-hai, . Analytical solution of dynamic response of rock bolt under blasting vibration [J]. Rock and Soil Mechanics, 2019, 40(1): 281-287.
[10] SHENG Yun-feng, CHEN Yuan, ZHOU Wei, MA Gang, CHANG Xiao-lin, . Dynamic response analysis of rockfill dam based on modified dynamic shear modulus model [J]. Rock and Soil Mechanics, 2018, 39(S2): 405-414.
[11] BIAN Kang, LIU Jian, HU Xun-jian, LI Peng-cheng, CHEN Ling-zhu, LIU Zhen-ping, . Study on failure mode and dynamic response of rock slope with non-persistent joint under earthquake [J]. , 2018, 39(8): 3029-3037.
[12] CAI Qi-peng, CHARLES W W Ng , HU Ping, CHEN Xing-xin, LI Sheng-cai,. Centrifuge experimental study of of dynamic responses of clay stratum overlying a strike-slip fault [J]. , 2018, 39(7): 2424-2432.
[13] AI Zhi-yong, MU Jin-jing, . Analytical layer element solution for two-dimensional multilayered saturated subsoils under a vertical time-harmonic load [J]. , 2018, 39(7): 2632-2638.
[14] LU Jian-fei, ZHOU Hui-ming, LIU Yang. Reflection-transmission matrix method for dynamic response of transversely isotropic multilayered saturated soil [J]. , 2018, 39(6): 2219-2226.
[15] WANG Ban-qiao, LI Nan, MEN Yu-ming, ZHANG Miao-zhi. Shaking table model test for framed anchors in landslide prevention [J]. , 2018, 39(3): 782-788.
Viewed
Full text


Abstract

Cited
  Shared   
  Discussed   
[1] SUN Yong. Research on calculation method of double-row anti-sliding structure under sliding surface[J]. , 2009, 30(10): 2971 -2977 .
[2] LU Zu-de, CHEN Cong-xin, CHEN Jian-sheng, TONG Zhi-yi, ZUO Bao-cheng. Field shearing test for heavily weathered hornstone of Three Phase Project of Ling'ao Nuclear Power Station[J]. , 2009, 30(12): 3783 -3787 .
[3] LI Hua-ming, JIANG Guan-lu, LIU Xian-feng. Study of dynamic characteristics of saturated silty soil ground treated by CFG columns[J]. , 2010, 31(5): 1550 -1554 .
[4] MENG Qing-shan，KONG Ling-wei，CHEN Neng-yuan，FAN Jian-hai，GUO Gang. Centrifugal model test on slope supporting with pile-anchor combined retaining wall[J]. , 2010, 31(11): 3379 -3384 .
[5] LIU Wei-zheng，SHI Ming-lei，MIAO Lin-chang. Analysis of compressibility of structural soils based on disturbed state concept[J]. , 2010, 31(11): 3475 -3480 .
[6] DENG Zong-wei, LENG Wu-ming, LI Zhi-yong, YUE Zhi-ping. Finite element analysis of time effect for coupled problem of temperature and stress fields in slope supported by shotcrete[J]. , 2009, 30(4): 1153 -1158 .
[7] FANG Jing-nian, ZHOU Hui, HU Da-wei, SHAO Jian-fu, LIANG Yu-lei. Coupled elastoplastic-damage model for salt rock[J]. , 2011, 32(2): 363 -368 .
[8] LI Jian ，TAN Zhong-sheng ，YU Yu ，NI Lu-su. Research on construction procedure for shallow large-span tunnel undercrossing highway[J]. , 2011, 32(9): 2803 -2809 .
[9] KANG Yong-gang，ZHANG Xiu-e. Nonstationary parameter fractional Burgers model of rock creep[J]. , 2011, 32(11): 3237 -3241 .
[10] YANG Feng-xue ，ZHANG Xi-fa ，LENG Yi-fei ，ZHAO Yi-min. Empirical method for determining thawing volume compression coefficient of frozen soil[J]. , 2011, 32(11): 3432 -3436 .
Copyright © Rock and Soil Mechanics, All Rights Reserved.
Tel: 027-87198484, 87199252, 87199253, 87198752　E-mail: ytlx@whrsm.ac.cn
Powered by Beijing Magtech Co. Ltd