Active earth pressure analysis based on normal stress distribution function along failure surface in soil obeying nonlinear failure criterion
详细信息 查看全文
- 作者：Yu-jin Sun ; Er-xiang Song
- 关键词：Limit equilibrium ; Active earth pressure ; Normal stress distribution function ; Nonlinear failure criterion ; Earthquakes
- 刊名：Acta Geotechnica
- 出版年：2016
- 出版时间：April 2016
- 年：2016
- 卷：11
- 期：2
- 页码：255-268
- 全文大小：949 KB
- 参考文献：1.Azad A, Yasrobi SS, Pak A (2008) Seismic active pressure distribution history behind rigid retaining walls. Soil Dyn Earthq Eng 28(5):365–375CrossRef
2.Baker R (2004) Nonlinear Mohr envelopes based on triaxial data. J Geotech Geoenviron Eng 130(5):498–506CrossRef
3.Baker R, Frydman S (1983) Upper bound limit analysis of soil with non-linear failure criterion. Soils Found 23(4):34–42CrossRef
4.Balla A (1961) The resistance to breaking out of mushroom foundations for Pylons. In: Proceedings of 5th international conference on soil mechanics and foundation engineering, Paris
5.Bishop AW, Webb DL, Lewin PI (1965) Undisturbed samples of London Clay from the Ashford Common shaft: strength–effective stress relationships. Geotechnique 15(1):1–31CrossRef
6.Caltabiano S, Cascone E, Maugeri M (2012) Static and seismic limit equilibrium analysis of sliding retaining walls under different surcharge conditions. Soil Dyn Earthq Eng 37:38–55CrossRef
7.Chen W (1975) Limit analysis and soil plasticity. Elsevier, AmsterdamMATH
8.Cheng YM (2003) Seismic lateral earth pressure coefficients for c–φ soils by slip line method. Comput Geotech 30(8):661–670CrossRef
9.Collins IF, Gunn CIM, Pender MJ, Yan W (1988) Slope stability analyses for materials with a non-linear failure envelope. Int J Numer Anal Methods Geomech 12(5):535–550CrossRef
10.Deshmukh VB, Dewaikar DM, Choudhury D (2010) Computations of uplift capacity of pile anchors in cohesionless soil. Acta Geotech 5(2):87–94CrossRef
11.Dewaikar DM, Halkude SA (2002) Seismic passive/active thrust on retaining wall-point of application. Soils Found 42(1):9–15CrossRef
12.Dewaikar DM, Pandey SR, Dixit J (2012) Active thrust on an inclined retaining wall with inclined cohesionless backfill due to surcharge effect. ISRN Soil Sci 2012:1–8CrossRef
13.Fredlund DG, Krahn J, Pufahl DE (1981) The relationship between limit equilibrium slope stability methods. In: Proceedings of the 10th international conference on soil mechanics and foundation engineering, Stockholm
14.Greco VR (2014) Analytical solution of seismic pseudo-static active thrust acting on fascia retaining walls. Soil Dyn Earthq Eng 57:25–36CrossRef
15.Iskander M, Chen ZC, Omidvar M, Guzman I (2013) Rankine pseudo-static earth pressure for c–ϕ soils. Mech Res Commun 51:51–55CrossRef
16.Janbu N (1957) Earth pressure and bearing capacity calculations by generalized procedures of slices. In: Proceedings of 4th international conference on soil mechanics and foundation engineering, London
17.Jiang JC, Baker R, Yamagami T (2003) The effect of strength envelope nonlinearity on slope stability computations. Can Geotech J 40(2):308–325CrossRef
18.Kame GS, Dewaikar DM, Choudhury D (2010) Active thrust on a vertical retaining wall with cohesionless backfill. Electron J Geotech Eng 15:1848–1863
19.Kötter F (1903). Die bestimmung des drucks an gekrümmten gleitflächen, eine aufgabe aus der lehre vom erddruck. In: Sitzungsberichte der Akademie der Wissenschaften, Berlin
20.Kumar J (2001) Seismic passive earth pressure coefficients for sands. Can Geotech J 38(4):876–881CrossRef
21.Kumar J, Chitikela S (2002) Seismic passive earth pressure coefficients using the method of characteristics. Can Geotech J 39(2):463–471CrossRef
22.Lancellotta R (2002) Analytical solution of passive earth pressure. Geotechnique 52(8):617–619CrossRef
23.Maksimovic M (1989) Nonlinear failure envelope for soils. J Geotech Eng 115(4):581–586CrossRef
24.Matsuo M (1967) Study on uplift resistance of footings (I). Soils Found 7(4):1–37CrossRef
25.Mononobe N, Matsuo H (1929) On determination of earth pressure during earthquakes. In: Proceedings of the World Engineering Congress, Tokyo
26.Morrison JEE, Ebeling RM (1995) Limit equilibrium computation of dynamic passive earth pressure. Can Geotech J 32(3):481–487CrossRef
27.Okabe S (1924) General theory on earth pressure and seismic stability of retaining walls and dams. J Jpn Soc Civ Eng 10(6):1277–1323
28.Penman ADM (1953) Shear characteristics of a saturated silt, measured in triaxial compression. Geotechnique 3(8):312–328CrossRef
29.Ponce VM, Bell JM (1971) Shear strength of sand at extremely low pressures. J Soil Mech Found Div 97(4):625–638
30.Rahardjo H, Fredlund DG (1984) General limit equilibrium method for lateral earth force. Can Geotech J 21(6):166–175CrossRef
31.Rangari SM, Choudhury D, Dewaikar DM (2013) Estimation of seismic uplift capacity of horizontal strip anchors using pseudo-dynamic approach. KSCE J Civ Eng 17(5):989–1000CrossRef
32.Serrano A, Olalla C (1994) Ultimate bearing capacity of rock masses. Int J Rock Mech Min Sci Geomech Abstr 31(2):93–106CrossRef
33.Shamsabadi A, Xu S, Taciroglu E (2013) A generalized log-spiral-Rankine limit equilibrium model for seismic earth pressure analysis. Soil Dyn Earthq Eng 49:197–209CrossRef
34.Sokolovskii VV (1960) Statics of soil media. Butterworth, London
35.Sokolovskii VV (1965) Statics of granular media. Pergamon Press, London
36.Yamaguchi H (1959) A few considerations on the modified Kötter’s equation. Trans Jpn Soc Civ Eng 1959(60):11–19CrossRef
37.Yang X (2007) Upper bound limit analysis of active earth pressure with different fracture surface and nonlinear yield criterion. Theor Appl Fract Mech 47(1):46–56CrossRef
38.Yang X, Yin J (2005) Upper bound solution for ultimate bearing capacity with a modified Hoek-Brown failure criterion. Int J Rock Mech Min Sci 42(4):550–560MathSciNet CrossRef
39.Zakerzadeh N, Fredlund DG, Pufahl DE (1999) Interslice force functions for computing active and passive earth force. Can Geotech J 36(6):1015–1029CrossRef
40.Zhang XJ, Chen WF (1987) Stability analysis of slopes with general nonlinear failure criterion. Int J Numer Anal Methods Geomech 11(1):33–50CrossRef MATH - 作者单位：Yu-jin Sun (1)
Er-xiang Song (1)
1. Department of Civil Engineering, Tsinghua University, Beijing, 100084, China - 刊物类别：Engineering
- 刊物主题：Continuum Mechanics and Mechanics of Materials
Geotechnical Engineering
Soil Science and Conservation
Granular Media
Structural Mechanics - 出版者：Springer Berlin / Heidelberg
- ISSN：1861-1133
文摘
In this paper, the normal stress distribution function along the failure surface in soil obeying general nonlinear failure criterion is first derived, and then a method for calculating the static and seismic active earth pressure for soils obeying nonlinear failure criteria is proposed. The method proposed yields not only the active earth pressure and its action point, but also the failure surface and the stress distribution along it. Results of the calculated examples by the proposed method are more reasonable than those reported in the literature. The influence of the parameters of the nonlinear failure criterion on the active earth pressures is also investigated.