›› 2010, Vol. 31 ›› Issue (3): 918-924.

• Geotechnical Engineering • Previous Articles     Next Articles

Thermo-hydro-elastodynamic response of spherical hollow chamber under explosive loading

LIU Gan-bin1,ZHENG Rong-yue1,LU Zheng2   

  1. 1. Faculty of Architectural Civil Engineering and Environment, Ningbo University, Ningbo 315211, China; 2. Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China
  • Received:2008-10-22 Online:2010-03-10 Published:2010-03-31

Abstract:

Based on a model of coupling thermo-hydro-mechanical dynamic response for a saturated poroelastic medium presented by the authors, the dynamic response of a spherical hollow chamber when subjected to a time dependent thermal/mechanical shock on the inner surface is investigated. By using Laplace transform method, the governing equation is decoupled; and the integral solutions of temperature, displacement, pore pressure and stress are derived. The numerical results are obtained by using the inverse Laplace transform method; and the results are used to analyze the influences of the coupling parameters of thermo-hydro-mechanical dynamic response. At last, the solutions are compared with those of the thermoelastic medium; and the validity of the results of the thermo-hydro-mechanical dynamic response with a spherical hollow chamber in the saturated poroelastic medium is ascertained.

Key words: spherical hollow chamber, explosive loading, coupling thermo-hydro-mechanical, dynamic response

CLC Number: 

  • O 347.2
[1] WU Qi, DING Xuan-ming, CHEN Zhi-xiong, CHEN Yu-min, PENG Yu, . Seismic response of pile-soil-structure in coral sand under different earthquake intensities [J]. Rock and Soil Mechanics, 2020, 41(2): 571-580.
[2] XIA Kun, DONG Lin, PU Xiao-wu, LI Lu. Earthquake response characteristics of loess tableland [J]. Rock and Soil Mechanics, 2020, 41(1): 295-304.
[3] YU Yi-fan, WANG Ping, WANG Hui-juan, XU Shu-ya, GUO Hai-tao, . Physical model test of seismic dynamic response to accumulative landslide [J]. Rock and Soil Mechanics, 2019, 40(S1): 172-180.
[4] YANG Wen-bo, ZOU Tao, TU Jiu-lin, GU Xiao-xu, LIU Yu-chen, YAN Qi-xiang, HE Chuan. Analysis of dynamic response of horseshoe cross-section tunnel under vibrating load induced by high-speed train [J]. Rock and Soil Mechanics, 2019, 40(9): 3635-3644.
[5] 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.
[6] 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.
[7] 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.
[8] 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.
[9] 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.
[10] 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.
[11] 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.
[12] YE Shuai-hua, ZHAO Zhuang-fu, ZHU Yan-peng, . Large-scale shaking table experiment of loess slope supported by frame anchors [J]. Rock and Soil Mechanics, 2019, 40(11): 4240-4248.
[13] YAN Gao-ming, SHEN Yu-sheng, GAO Bo, ZHENG Qing, FAN Kai-xiang, HUANG Hai-feng. Experimental study of stick-slip fault crossing segmental tunnels with joints [J]. Rock and Soil Mechanics, 2019, 40(11): 4450-4458.
[14] 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.
[15] 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.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] LI Ying-yong,ZHANG Ding-li,ZHANG Hong-bo,SONG Xiu-guang. Research on failure mechanism and effects of prestressed anchor cables for reinforcing slopes[J]. , 2010, 31(1): 144 -150 .
[2] ZHANG Hu-yuan, CUI Su-li, LIU Ji-sheng, LIANG Jian. Experimental study of swelling pressure of compacted bentonite-sand mixture[J]. , 2010, 31(10): 3087 -3095 .
[3] GUO Hai-zhu, ZHANG Qing-he, ZHU Ji-wen, YAO Hai-ming. Application of soil coupled creep model to simulate foundation pit excavation[J]. , 2009, 30(3): 688 -692 .
[4] KONG Xiang-xing, XIA Cai-chu, QIU Yu-liang, ZHANG Li-ying, GONG Jian-wu. Study of construction mechanical behavior of parallel-small spacing metro tunnels excavated by shield method and cross diaphragm (CRD) method in loess region[J]. , 2011, 32(2): 516 -524 .
[5] WANG Zhen-hong,ZHU Yue-ming,WU Quan-huai,ZHANG Yu-hui. Thermal parameters of concrete by test and back analysis[J]. , 2009, 30(6): 1821 -1825 .
[6] CHEN Li-hua , LIN Zhi , LI Xing-ping. Study of efficacy of systematic anchor bolts in highway tunnels[J]. , 2011, 32(6): 1843 -1848 .
[7] ZHAO Ming-hua, LEI Yong, ZHANG Rui. Study of punching failure mode and safe thickness of pile foundation in karst region[J]. , 2012, 33(2): 524 -530 .
[8] MA Gang , CHANG Xiao-lin , ZHOU Wei , ZHOU Chuang-bing . Deep anti-sliding stability analysis of gravity dam based on Cosserat continuum theory[J]. , 2012, 33(5): 1505 -1512 .
[9] HOU Yong-mao , YANG Guo-xiang , GE Xiu-run , ZHENG Yi-feng , GU Chen-ying . Study of distribution properties of water and earth pressure at excavation face and in chamber of earth pressure balance shield with super-large diameter[J]. , 2012, 33(9): 2713 -2718 .
[10] ZHOU Cui-ying, LIU Zuo-qiu , DONG Li-guo, SHANG Wei , LIN Lu-sheng. Large deformation fem analysis of slopes fallure[J]. , 2003, 24(4): 644 -652 .