›› 2003, Vol. 24 ›› Issue (1): 135-138.

• Fundamental Theroy and Experimental Research • Previous Articles    

Boundary model for research of soil’s small strain

YI Ying-feng1,SHI Jian-yong1,ZHOU Qing-hua2   

  1. 1.Research Institute of Geotechnical Engineering, Hohai University, Nanjing 210098, China; 2.The First Design Institute of Navigational Engineering, Ministry of Communications, Tianjin 310022, China
  • Received:2002-01-28 Online:2003-02-10 Published:2014-08-27

Abstract: It’s shown by research that the soil’s small strain feature is very important to predict soil’s deformation, this feature is difficaltly to be described by those traditional constitutive model. The boundary model can describe some real feature that can’t be described by traditional plastic theory. How to make more improvement and use it to research soil’s small strain feature is a problem deserving further research..

Key words: boundary model, soil small strain, constitutive model

CLC Number: 

  • TU 4
  • 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] WANG Jun-min, XIONG Yong-lin, YANG Qi-lai, SANG Qin-yang, HUANG Qiang. Study of the dynamic elastoplastic constitutive model for unsaturated soil [J]. Rock and Soil Mechanics, 2019, 40(6): 2323-2331.
[2] WANG Jie, SONG Wei-dong, TAN Yu-ye, FU Jian-xin, CAO Shuai, . Damage constitutive model and strength criterion of horizontal stratified cemented backfill [J]. Rock and Soil Mechanics, 2019, 40(5): 1731-1739.
[3] SUN Yi-fei, CHEN Cheng, . A state-dependent stress-dilatancy equation without state index and its associated constitutive model [J]. Rock and Soil Mechanics, 2019, 40(5): 1813-1822.
[4] YANG Qi-lai, XIONG Yong-lin, ZHANG Sheng, LIU Gan-bin, ZHENG Rong-yue, ZHANG Feng, . Elastoplastic constitutive model for soft rock considering temperature effect [J]. Rock and Soil Mechanics, 2019, 40(5): 1898-1906.
[5] LI Xiu-lei, LI Jin-feng, SHI Jian-yong, . Elastoplastic constitutive model for municipal solid waste considering the effect of fibrous reinforcement [J]. Rock and Soil Mechanics, 2019, 40(5): 1916-1924.
[6] ZHANG Kun-yong, ZANG Zhen-jun, LI Wei, WEN De-bao, CHARKLEY Frederick Nai, . Three-dimensional elastoplastic model of soil with consideration of unloading stress path and its experimental verification [J]. Rock and Soil Mechanics, 2019, 40(4): 1313-1323.
[7] HU Tian-fei, LIU Jian-kun, WANG Tian-liang, YUE Zu-run, . Effect of freeze-thaw cycles on deformation characteristics of a silty clay and its constitutive model with double yield surfaces [J]. Rock and Soil Mechanics, 2019, 40(3): 987-997.
[8] FANG Jin-jin, FENG Yi-xin, ZHAO Wei-long, WANG Li-ping, YU Yong-qiong, . Nonlinear constitutive model for intact loess in true tri-axial tests [J]. Rock and Soil Mechanics, 2019, 40(2): 517-528.
[9] LI Xin, LIU En-long, HOU Feng, . A creep constitutive model for frozen soils considering the influence of temperature [J]. Rock and Soil Mechanics, 2019, 40(2): 624-631.
[10] KANG Yan-fei, CHEN Jie, JIANG De-yi, LIU Wei, FAN Jin-yang. Summary on damage self-healing property of rock salt [J]. Rock and Soil Mechanics, 2019, 40(1): 55-69.
[11] QIN Qing-ci, LI Ke-gang, YANG Bao-wei, WANG Ting, ZHANG Xue-ya, GUO Wen. Analysis of damage characteristics of key characteristic points in rock complete stress-strain process [J]. Rock and Soil Mechanics, 2018, 39(S2): 14-24.
[12] ZHANG Xiao, XIAO Jun-hua, NONG Xing-zhong, GUO Jia-qi, WU Nan, . Analysis of influenced zone of foundation pit excavation adjacent to bridge pile foundation using HS-Small constitutive model [J]. Rock and Soil Mechanics, 2018, 39(S2): 263-273.
[13] FANG Xiang-wei, LI Jing-xin, LI Jie, SHEN Chun-ni,. Study of triaxial compression test and damage constitutive model of biocemented coral sand columns [J]. , 2018, 39(S1): 1-8.
[14] CAI Ting-ting, FENG Zeng-chao, ZHAO Dong, JIANG Yu-long,. A creep model for lean coal based on hardening-damage mechanism [J]. , 2018, 39(S1): 61-68.
[15] SUN Yi-fei, SHEN Yang, LIU Han-long,. Fractional strain rate and its relation with fractal dimension of granular soils [J]. , 2018, 39(S1): 297-302.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] XIA Ping, LONG Shu-yao, HU Wei-jun. Bending analysis of moderately thick plates on elastic foundation by meshless local radial point interpolation method[J]. , 2010, 31(2): 656 -660 .
[2] MA Wen-tao. Forecasting slope displacements based on grey least square support vector machines[J]. , 2010, 31(5): 1670 -1674 .
[3] GAO Zhi-hua,LAI Yuan-ming,XIONG Er-gang,LI Bo. Experimental study of characteristics of warm and ice-rich frozen clay under cyclic loading[J]. , 2010, 31(6): 1744 -1751 .
[4] YU Lin-lin,XU Xue-yan,QIU Ming-guo, LI Peng-fei,YAN Zi-li. Influnce of freeze-thaw on shear strength properties of saturated silty clay[J]. , 2010, 31(8): 2448 -2452 .
[5] SHEN Yin-bin, ZHU Da-yong, WANG Peng-cheng, YAO Hua-yan. Critical slip field of slopes based on numerical stress field[J]. , 2010, 31(S1): 419 -423 .
[6] WANG Xie-qun,ZHANG You-xiang,ZOU Wei-lie,XIONG Hai-fan. Numerical simulation for unsaturated road-embankment deformation and slope stability under rainfall infiltration[J]. , 2010, 31(11): 3640 -3644 .
[7] ZHANG Guo-xiang, FU Jiang-shan. Upper bound solution for bearing capacity of circular shallow foundation based on limit analysis[J]. , 2010, 31(12): 3849 -3854 .
[8] WANG Hai-bo,XU Ming,SONG Er-xiang. A small strain constitutive model based on hardening soil model[J]. , 2011, 32(1): 39 -43 .
[9] WU Dao-xing , CAO Ya-juan , ZHONG Xuan-min , SHI Guo-jun ,. Distribution, age and genesis of cohesive soil containing calcareous nodules in Huaibei Plain of Anhui Province[J]. , 2009, 30(S2): 434 -439 .
[10] LIU Jian-jun1, LI Yue-ming1, CHE Ai-lan2. Computation of dynamic safety factor of rock slope stability based on unified strength theory[J]. , 2011, 32(S2): 666 -672 .