DILATANCY BEHAVIOR OF SOIL-STRUCTURE INTERFACES AND ITS SIMULATION

Luo Jia; Yao Yang-ping

doi:10.13204/j.gyjz200608012

Volume 36 Issue 8

Dec. 2014

Turn off MathJax

Article Contents

Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(8): 36-38,49

Luo Jia, Yao Yang-ping. DILATANCY BEHAVIOR OF SOIL-STRUCTURE INTERFACES AND ITS SIMULATION[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 36-38,49. doi: 10.13204/j.gyjz200608012

Citation:

Luo Jia, Yao Yang-ping. DILATANCY BEHAVIOR OF SOIL-STRUCTURE INTERFACES AND ITS SIMULATION[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 36-38,49. doi: 10.13204/j.gyjz200608012

Luo Jia, Yao Yang-ping. DILATANCY BEHAVIOR OF SOIL-STRUCTURE INTERFACES AND ITS SIMULATION[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 36-38,49. doi: 10.13204/j.gyjz200608012

Citation:

Luo Jia, Yao Yang-ping. DILATANCY BEHAVIOR OF SOIL-STRUCTURE INTERFACES AND ITS SIMULATION[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 36-38,49. doi: 10.13204/j.gyjz200608012

PDF( 0 KB)

DILATANCY BEHAVIOR OF SOIL-STRUCTURE INTERFACES AND ITS SIMULATION

doi: 10.13204/j.gyjz200608012

1.
Department of Civil Engineering,Beihang University Beijing 100083

Received Date: 2006-02-18
Publish Date: 2006-08-20

Abstract

Abstract

According to the deformation mechanism of soil_structure interface,four types of stress_strain curves are summarized.A dilatancy equation and its corresponding dilatancy function are established to simulate the dilatancy behavior of soil_structure interface.It is shown that the new dilatancy function can describe the dilatancy behavior well.
- interfaces,
- soil,
- dilatancy

FullText(HTML)

References(11)

References

张嘎,张建民.粗粒土与结构接触面受载过程中的损伤.力学学报,2004,36(3):322-327

[2] Potyondy J G.Skin Friction Between Various Soils and Construction Materials.Geotechnique,1961,11(4):339-353

[3] Uesugi M.Frictional Resistance at Yield between Dry Sand and Mild Steel.Soil and Foundations,Japanese Socity of Soil Mech. Found.Engrg.,1986,26(4):139-149

[4] Kishida K.Test of the Iinterface Between Sand and Steel in the Simple Sheer Apparatus.Geotechnique,1987,37(1):45-52

[5] 胡黎明,濮家骝.土与结构物接触面物理力学特性试验研究.岩土工程学报,2001,23(4):431-435

[6] 张嘎,张建民.粗粒土与结构接触面单调力学特性的试验研究.岩土工程学报,2004,26(1):21-25

[7] Desai C S,Drumm E C,Zaman M M.Cyclic Testing and Modeling of Interfaces.Geotech.Engrg.,1985,111(6):793-815

[8] Clough G W,Duncan J M.Finite Element Analysis of Retaining Wall Behavior.Journal of the Soil Mechanics and Foundations Division,ASCE,1971,97(SM12):1 657-1 672

[9] Acar Y B.Interface Properties of Sand.Geot.Engrg.,ASCE,1982,108(4):648-654

[10] Yao Yangping,Luo Ting,Sun Dean,et al.A Simple 3-D Constitutive Model for Both Clay and Sand.岩土工程学报,2002,24(2):240-245

[11] Roscoe K H,Schofield A N,Thurairajah A.Yielding of Clay in States Wetter than Critical.Geotechnique,1963,13:311-240

Relative Articles

Supplements(0)

Cited By

Proportional views