Skip to main content
Log in

Seismic Bearing Capacity of Shallow Strip Footings on Sand Deposits with Weak Inter-layer

  • Original Paper
  • Published:
Geotechnical and Geological Engineering Aims and scope Submit manuscript

Abstract

The main objective of this study is to evaluate the ultimate seismic bearing capacity of a shallow strip footing resting on a frictional soil stratum containing a weak intervening layer. The majority of the studies throughout the literature pertain to the static loading condition. The previous seismic analyses have also been devoted to the studies on the bearing capacity of shallow strip footings resting on a two-layered soil. The influence of weak middle layer on the pseudo-static seismic bearing capacity of shallow foundations is the main focus of the present study. To determine the seismic bearing capacity, the limit equilibrium method (LEM) was combined with the pseudo-static seismic loading approach. Bearing capacity was defined by a single equivalent coefficient which combines the contributions of cohesion, surcharge and soil weight. A two-wedge failure surface, known as the Coulomb failure mechanism, was adopted to model the slip lines in each layer to calculate the seismic bearing capacity of the overlying shallow strip footing. The Particle Swarm Optimization (PSO) algorithm was invoked to seek the optimal bearing capacity value under different strength and loading conditions. In order to verify the validity of the presented formulations, the results were compared with some Finite Elements Method (FEM) analyses available in literature. Furthermore, the influence of the embedment depth, thickness, and strength of the weak inter-layer on the seismic bearing capacity of the shallow footing is investigated in the presence of different seismic loading arrangements. The results of this study could be very helpful in the seismic analysis and design of shallow foundations overlying a soil medium containing a weak layer of various strengths.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7

Similar content being viewed by others

References

  • Ahmadi M, Mofarraj Kouchaki B (2016) New and simple equations for ultimate bearing capacity of strip footings on two-layered clays: numerical study. Int J Geomech 16(4):06015014

    Article  Google Scholar 

  • Bandini P, Pham H (2011) Bearing capacity of embedded strip footings in two-layered clay soils Reston, VA: ASCEProceedings of the Geo-Frontiers 2011 conference, March 13–16, 2011, Dallas, Texas|d 20110000: American Society of Civil Engineers.

  • Brown J, Meyerhof G (1969) Experimental study of bearing capacity in layered clays. In: Soil Mech & Fdn Eng Conf Proc/Mexico/

  • Bowles L (1996) Foundation analysis and design. McGraw-hill, New York

    Google Scholar 

  • Burd H, Frydman S (1997) Bearing capacity of plane-strain footings on layered soils. Can Geotech J 34(2):241–253

    Article  Google Scholar 

  • Button SJ (1953) The bearing capacity of footings on a two-layer cohesive subsoil. In: Proc. 3rd Int. Conf. Soil Mech. Found. Engng, Zurich , vol 1, pp 332–335.

  • Das B, Ramana G (2011) Principles of Soil Dynamics, Second. International SI édition, Cengage Learning, USA

    Google Scholar 

  • Debnath L, Ghosh S (2018) Pseudostatic analysis of shallow strip footing resting on two-layered soil. Int J Geomech 18(3):04017161

    Article  Google Scholar 

  • Florkiewicz A (1989) Upper bound to bearing capacity of layered soils. Can Geotech J 26(4):730–736

    Article  Google Scholar 

  • Ghazavi M, Eghbali AH (2008) A simple limit equilibrium approach for calculation of ultimate bearing capacity of shallow foundations on two-layered granular soils. Geotech Geol Eng 26(5):535–542

    Article  Google Scholar 

  • Ghosh S, Debnath L (2017) Seismic bearing capacity of shallow strip footing with coulomb failure mechanism using limit equilibrium method. Geotech Geol Eng 35(6):2647–2661

    Article  Google Scholar 

  • Jamshidi Chenari R, Izadi A, Nazemi Sabet Somehsaraei M (2018) Discussion of “seismic Bearing Capacity of Shallow Strip Footing with Coulomb Failure Mechanism Using Limit Equilibrium Method” by S. Ghosh, L. Debnath. December 2017, Volume 35, Issue 6, Pp. 2647–2661. Geotech Geol Eng 36(6):4037–4040

    Article  Google Scholar 

  • Izadi A, Nazemi Sabet Soumehsaraei M, Jamshidi Chenari R, Ghorbani A (2019a) Pseudo-static bearing capacity of shallow foundations on heterogeneous marine deposits using limit equilibrium method. Mar Georesour Geotechnol 37(10):1163–1174

    Article  Google Scholar 

  • Izadi A, Nazemi Sabet Soumehsaraei M, Jamshidi Chenari R, Moallemi S, Javankhoshdel S (2019b) Spectral bearing capacity analysis of strip footings under pseudo-dynamic excitation. Geomech Geoengin. https://doi.org/10.1080/17486025.2019.1670873

    Article  Google Scholar 

  • Merifield R, Nguyen V (2006) Two-and three-dimensional bearing-capacity solutions for footings on two-layered clays. Geomech Geoeng Int J 1(2):151–162

    Article  Google Scholar 

  • Merifield R, Sloan S, Yu H (1999) Rigorous plasticity solutions for the bearing capacity of two-layered clays. Geotechnique 49(4):471–490

    Article  Google Scholar 

  • Meyerhof G (1974) Ultimate bearing capacity of footings on sand layer overlying clay. Can Geotech J 11(2):223–229

    Article  Google Scholar 

  • Meyerhof G, Hanna A (1978) Ultimate bearing capacity of foundations on layered soils under inclined load. Can Geotech J 15(4):565–572

    Article  Google Scholar 

  • Michalowski RL (2002) Collapse loads over two-layer clay foundation soils. Soils Found 42(1):1–7

    Article  Google Scholar 

  • Michalowski RL, Shi L (1995) Bearing capacity of footings over two-layer foundation soils. J Geotech Eng 121(5):421–428

    Article  Google Scholar 

  • Pakdel P, Jamshidi Chenari R, Veiskarami M (2019) Seismic bearing capacity of shallow foundations rested on anisotropic deposits. Int J Geotech Eng. https://doi.org/10.1080/19386362.2019.1655983

    Article  Google Scholar 

  • Richards R Jr, Elms D, Budhu M (1993) Seismic bearing capacity and settlements of foundations. J Geotech Eng 119(4):662–674

    Article  Google Scholar 

  • Valore C, Ziccarelli M, Muscolino SR (2017) The bearing capacity of footings on sand with a weak layer. Geotech Res 4(1):12–29

    Article  Google Scholar 

  • Wang C, Carter J (2002) Deep penetration of strip and circular footings into layered clays. Int J Geomech 2(2):205–232

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Reza Jamshidi Chenari.

Additional information

Publisher's Note

Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.

Appendix: Analytical Functions of

Appendix: Analytical Functions of

Eq. ( 6 )

$$\begin{gathered} a = \left[ {\frac{{\left( {1 - k_{h} } \right)\sin \left( {\alpha_{A1} - \varphi } \right) + k_{h} \cos \left( {\alpha_{A1} - \varphi } \right)}}{{\cos \left( {\alpha_{A1} - \varphi - \delta } \right)}}} \right] - \frac{{\left( {1 - \frac{{h_{1} }}{B}\cot \alpha_{A1} } \right)}}{{\left( {1 + \frac{{h_{1} }}{B}} \right)}}\left[ {\frac{{\left( {1 - k_{v} } \right)\sin \left( {\alpha_{A1} - \varphi } \right) + k_{h} \cos \left( {\alpha_{A1} - \varphi } \right)tan\varphi }}{{\cos \left( {\alpha_{A1} - \varphi - \delta } \right)}}} \right] \hfill \\ + \frac{{\left( {1 - \frac{{h_{1} }}{B}\cot \alpha_{A1} } \right)}}{{\left( {1 + \frac{{h_{1} }}{B}} \right)}}\left[ {\frac{{\left( {1 - k_{v} } \right)\sin \left( {\alpha_{A2} } \right) + k_{h} \cos \left( {\alpha_{A2} } \right)tan\varphi }}{{\cos \left( {\alpha_{A2} } \right)}}} \right] \hfill \\ - \frac{{\left( {1 - \frac{{h_{1} }}{B}\cot \alpha_{A1} } \right)\left( {1 - \frac{{h_{1} }}{B}\cot \alpha_{A1} - \frac{{h_{2} }}{B}\cot \alpha_{A2} } \right)}}{{\left( {1 + \frac{{h_{1} }}{B}} \right)\left( {1 - \frac{{h_{1} }}{B}\cot \alpha_{A1} + \frac{{h_{2} }}{B}} \right)}}\left[ {\frac{{\left( {1 - k_{v} } \right)\sin \left( {\alpha_{A2} } \right) + k_{h} \cos \left( {\alpha_{A2} } \right)tan\varphi }}{{\cos \left( {\alpha_{A2} } \right)}}} \right] \hfill \\ + \frac{{\left( {1 - \frac{{h_{1} }}{B}\cot \alpha_{A1} } \right)\left( {1 - \frac{{h_{1} }}{B}\cot \alpha_{A1} - \frac{{h_{2} }}{B}\cot \alpha_{A2} } \right)}}{{\left( {1 + \frac{{h_{1} }}{B}} \right)\left( {1 - \frac{{h_{1} }}{B}\cot \alpha_{A1} + \frac{{h_{2} }}{B}} \right)}}\left[ {\frac{{\left( {1 - k_{v} } \right)\sin \left( {\alpha_{A3} - \varphi } \right) + k_{h} \cos \left( {\alpha_{A3} - \varphi } \right)tan\varphi }}{{\cos \left( {\alpha_{A3} - \varphi - \delta } \right)}}} \right] \hfill \\ \end{gathered}$$
$$\begin{gathered} d = 2\frac{{D_{f} }}{B}\left( {\frac{{h_{3} }}{B}\cot \alpha_{B3} + \frac{{h_{2} }}{B}\cot \alpha_{B2} + \frac{{h_{1} }}{B}\cot \alpha_{B1} } \right)\left[ {\frac{{\left( {1 - k_{v} } \right)\sin \left( {\alpha_{B1} + \varphi } \right) - k_{h} \cos \left( {\alpha_{B1} + \varphi } \right)}}{{\cos \left( {\alpha_{B1} + \varphi + \delta } \right)}}} \right] \hfill \\ - \frac{{2\frac{{D_{f} }}{B}\left( {\frac{{h_{3} }}{B}\cot \alpha_{B3} + \frac{{h_{2} }}{B}\cot \alpha_{B2} + \frac{{h_{1} }}{B}\cot \alpha_{B1} } \right)\left( {\frac{{h_{3} }}{B}\cot \alpha_{B3} + \frac{{h_{2} }}{B}\cot \alpha_{B2} } \right)}}{{\frac{{h_{3} }}{B}\cot \alpha_{B3} + \frac{{h_{2} }}{B}\cot \alpha_{B2} + \frac{{h_{1} }}{B}\cot \alpha_{B1} + \frac{{h_{1} }}{B}}}\left[ {\frac{{\left( {1 - k_{v} } \right)\sin \left( {\alpha_{B1} + \varphi } \right)}}{{\cos \left( {\alpha_{B1} + \varphi + \delta } \right)}} + \frac{{k_{h} \cos \left( {\alpha_{B1} + \varphi } \right)tan\varphi }}{{\cos \left( {\alpha_{B1} + \varphi + \delta } \right)}}} \right] \hfill \\ + \frac{{2\frac{{D_{f} }}{B}\left( {\frac{{h_{3} }}{B}\cot \alpha_{B3} + \frac{{h_{2} }}{B}\cot \alpha_{B2} + \frac{{h_{1} }}{B}\cot \alpha_{B1} } \right)\left( {\frac{{h_{3} }}{B}\cot \alpha_{B3} + \frac{{h_{2} }}{B}\cot \alpha_{B2} } \right)}}{{\left( {\frac{{h_{3} }}{B}\cot \alpha_{B3} + \frac{{h_{2} }}{B}\cot \alpha_{B2} + \frac{{h_{1} }}{B}\cot \alpha_{B1} + \frac{{h_{1} }}{B}} \right)}}\left[ {\frac{{\left( {1 - k_{v} } \right)\sin \alpha_{B2} + k_{h} \cos \alpha_{B2} tan\varphi }}{{\cos \alpha_{B2} }}} \right] \hfill \\ - \frac{{2\frac{{D_{f} }}{B}\left( {\frac{{h_{3} }}{B}\cot \alpha_{B3} + \frac{{h_{2} }}{B}\cot \alpha_{B2} + \frac{{h_{1} }}{B}\cot \alpha_{B1} } \right)\left( {\frac{{h_{3} }}{B}\cot \alpha_{B3} + \frac{{h_{2} }}{B}\cot \alpha_{B2} } \right)\left( {\frac{{h_{3} }}{B}\cot \alpha_{B3} } \right)}}{{\left( {\frac{{h_{3} }}{B}\cot \alpha_{B3} + \frac{{h_{2} }}{B}\cot \alpha_{B2} + \frac{{h_{1} }}{B}\cot \alpha_{B1} + \frac{{h_{1} }}{B}} \right)\left( {\frac{{h_{3} }}{B}\cot \alpha_{B3} + \frac{{h_{2} }}{B}\cot \alpha_{B2} + \frac{{h_{2} }}{B}} \right)}}\left[ {\frac{{\left( {1 - k_{v} } \right)\sin \alpha_{B2} + k_{h} \cos \alpha_{B2} }}{{\cos \alpha_{B2} }}} \right] \hfill \\ + \frac{{2\frac{{D_{f} }}{B}\left( {\frac{{h_{3} }}{B}\cot \alpha_{B3} + h_{2} \cot \alpha_{B2} + \frac{{h_{1} }}{B}\cot \alpha_{B1} } \right)\left( {\frac{{h_{3} }}{B}\cot \alpha_{B3} + \frac{{h_{2} }}{B}\cot \alpha_{B2} } \right)\left( {\frac{{h_{3} }}{B}\cot \alpha_{B3} } \right)}}{{\left( {\frac{{h_{3} }}{B}\cot \alpha_{B3} + \frac{{h_{2} }}{B}\cot \alpha_{B2} + \frac{{h_{1} }}{B}\cot \alpha_{B1} + \frac{{h_{1} }}{B}} \right)\left( {\frac{{h_{3} }}{B}\cot \alpha_{B3} + \frac{{h_{2} }}{B}\cot \alpha_{B2} + \frac{{h_{2} }}{B}} \right)}}\left[ {\frac{{\left( {1 - k_{v} } \right)\sin \left( {\alpha_{B3} + \varphi } \right) + k_{h} \cos \left( {\alpha_{B3} + \varphi } \right)tan\varphi }}{{\cos \left( {\alpha_{B3} + \varphi + \delta } \right)}}} \right] \hfill \\ \end{gathered}$$
$$\begin{gathered} e = 2\frac{{h_{2} }}{B}\tan \alpha_{A2} + 2\frac{{h_{2} }}{B}\tan \alpha_{B2} + 2\frac{{h_{2} }}{B}cot\alpha_{B2} + \frac{{\left( {1 - \frac{{h_{1} }}{B}\cot \alpha_{A1} } \right)\cos \left( {\alpha_{A1} - \varphi } \right)}}{{\cos \left( {\alpha_{A1} - \varphi - \delta } \right)}} \hfill \\ - \frac{{\left( {\frac{{h_{3} }}{B}\cot \alpha_{B3} + \frac{{h_{2} }}{B}\cot \alpha_{B2} - \frac{{h_{1} }}{B}cot\alpha_{B1} } \right)\cos \left( {\alpha_{B1} + \varphi } \right)}}{{\cos \left( {\alpha_{B1} + \varphi + \delta } \right)}} - \frac{{\left( {1 - \frac{{h_{1} }}{B}\cot \alpha_{A1} - \frac{{h_{2} }}{B}\cot \alpha_{A2} } \right)\cos \left( {\alpha_{A3} - \varphi } \right)}}{{\cos \left( {\alpha_{A3} - \varphi - \delta } \right)}} \hfill \\ + \frac{{\left( {\frac{{h_{3} }}{B}\cot \alpha_{B3} } \right)\cos \left( {\alpha_{B3} + \varphi } \right)}}{{\cos \left( {\alpha_{B3} + \varphi + \delta } \right)}} \hfill \\ \end{gathered}$$
$$\begin{aligned} b = & 2\frac{{h_{1} }}{B}\left( {\frac{{h_{3} }}{B}\cot \alpha _{{B3}} + \frac{{h_{2} }}{B}\cot \alpha _{{B2}} + 0.5\frac{{h_{1} }}{B}\cot \alpha _{{B1}} } \right)\left[ {\frac{{\left( {1 - k_{h} } \right)\sin \left( {\alpha _{{B1}} + \varphi } \right) - k_{h} \cos \left( {\alpha _{{B1}} + \varphi } \right)}}{{\cos \left( {\alpha _{{B1}} + \varphi + \delta } \right)}}} \right] \\ & \quad - 2\frac{{h_{1} }}{B}\left( {\frac{{h_{3} }}{B}\cot \alpha _{{B3}} + \frac{{h_{2} }}{B}\cot \alpha _{{B2}} } \right)\left[ {\frac{{\left( {1 - k_{v} } \right)\sin \left( {\alpha _{{B1}} + \varphi _{1} } \right) + k_{h} \cos \left( {\alpha _{{B1}} + \varphi } \right)\tan \varphi }}{{\cos \left( {\alpha _{{B1}} + \varphi + \delta } \right)}}} \right] \\ & \quad - \frac{{2\frac{{h_{1} }}{B}\frac{{h_{3} }}{B}\cot \alpha _{{B3}} \left( {\frac{{h_{3} }}{B}\cot \alpha _{{B3}} + \frac{{h_{2} }}{B}\cot \alpha _{{B2}} } \right)}}{{\left( {\frac{{h_{3} }}{B}\cot \alpha _{{B3}} + \frac{{h_{2} }}{B}\cot \alpha _{{B2}} + \frac{{h_{2} }}{B}} \right)}}\left[ {\frac{{\left( {1 - k_{v} } \right)\sin \alpha _{{B2}} + k_{h} \cos \alpha _{{B2}} }}{{\cos \alpha _{{B2}} }}} \right] \\ & \quad + 2\frac{{h_{1} }}{B}\left( {\frac{{h_{3} }}{B}\cot \alpha _{{B3}} + \frac{{h_{2} }}{B}\cot \alpha _{{B2}} } \right)\left[ {\frac{{\left( {1 - k_{v} } \right)\sin \alpha _{{B2}} + k_{h} \cos \alpha _{{B2}} \tan \varphi }}{{\cos \alpha _{{B2}} }}} \right] \\ & \quad + 2\frac{{\gamma _{w} }}{\gamma }\frac{{h_{2} }}{B}\left( {\frac{{h_{3} }}{B}\cot \alpha _{{B3}} + 0.5\frac{{h_{2} }}{B}\cot \alpha _{{B2}} } \right)\left[ {\frac{{\left( {1 - k_{v} } \right)\sin \alpha _{{B2}} - k_{h} \cos \alpha _{{B2}} }}{{\cos \alpha _{{B2}} }}} \right] \\ & \quad - 2\frac{{\gamma _{w} }}{\gamma }\frac{{h_{2} }}{B}\frac{{h_{3} }}{B}\cot \alpha _{{B3}} \left[ {\frac{{\left( {1 - k_{v} } \right)\sin \alpha _{{B2}} + k_{h} \cos \alpha _{{B2}} }}{{\cos \alpha _{{B2}} }}} \right] \\ & \quad + \frac{{2\frac{{h_{1} }}{B}\frac{{h_{3} }}{B}\cot \alpha _{{B3}} \left( {\frac{{h_{3} }}{B}\cot \alpha _{{B3}} + \frac{{h_{2} }}{B}\cot \alpha _{{B2}} } \right)}}{{\left( {\frac{{h_{3} }}{B}\cot \alpha _{{B3}} + \frac{{h_{2} }}{B}\cot \alpha _{{B2}} + \frac{{h_{2} }}{B}} \right)}}\left[ {\frac{{\left( {1 - k_{v} } \right)\sin \left( {\alpha _{{B3}} + \varphi } \right) + k_{h} \cos \left( {\alpha _{{B3}} + \varphi } \right)\tan \varphi }}{{\cos \left( {\alpha _{{B3}} + \varphi + \delta } \right)}}} \right] \\ & \quad + 2\frac{{\gamma _{w} }}{\gamma }\frac{{h_{2} }}{B}\frac{{h_{3} }}{B}\cot \alpha _{{B3}} \left[ {\frac{{\left( {1 - k_{v} } \right)\sin \left( {\alpha _{{B3}} + \varphi } \right) + k_{h} \cos \left( {\alpha _{{B3}} + \varphi } \right)\tan \varphi }}{{\cos \left( {\alpha _{{B3}} + \varphi + \delta } \right)}}} \right] \\ & \quad + \frac{{2\frac{{h_{1} }}{B}\left( {1 - \frac{{h_{1} }}{B}\cot \alpha _{{A1}} } \right)\left( {1 - \frac{{h_{1} }}{B}\cot \alpha _{{A1}} - \frac{{h_{2} }}{B}\cot \alpha _{{A2}} } \right)}}{{\left( {1 - \frac{{h_{1} }}{B}\cot \alpha _{{A1}} } \right) + \frac{{h_{2} }}{B}}}\left[ {\frac{{\left( {1 - k_{v} } \right)\sin \alpha _{{A2}} + k_{h} \cos \alpha _{{A2}} \tan \varphi }}{{\cos \alpha _{{A2}} }}} \right] \\ & \quad - \frac{{2\frac{{h_{1} }}{B}\left( {1 - \frac{{h_{1} }}{B}\cot \alpha _{{A1}} - \frac{{h_{2} }}{B}\cot \alpha _{{A2}} } \right)}}{{\left( {1 - \frac{{h_{1} }}{B}\cot \alpha _{{A1}} } \right) + \frac{{h_{2} }}{B}}}\left[ {\frac{{\left( {1 - k_{v} } \right)\sin \left( {\alpha _{{A3}} - \varphi } \right) + k_{h} \cos \left( {\alpha _{{A3}} - \varphi } \right)\tan \varphi }}{{\cos \left( {\alpha _{{A3}} - \varphi - \delta } \right)}}} \right] \\ & \quad + 2\frac{{h_{1} }}{B}\left( {1 - \frac{{h_{1} }}{B}\cot \alpha _{{A1}} } \right)\left[ {\frac{{\left( {1 - k_{v} } \right)\sin \left( {\alpha _{{A1}} - \varphi } \right) + k_{h} \cos \left( {\alpha _{{A1}} - \varphi } \right)\tan \varphi }}{{\cos \left( {\alpha _{{A1}} - \varphi - \delta } \right)}}} \right] \\ & \quad - 2\frac{{h_{1} }}{B}\left( {1 - 0.5\frac{{h_{1} }}{B}\cot \alpha _{{A1}} } \right)\left[ {\frac{{\left( {1 - k_{v} } \right)\sin \left( {\alpha _{{A1}} - \varphi } \right) + k_{h} \cos \left( {\alpha _{{A1}} - \varphi } \right)}}{{\cos \left( {\alpha _{{A1}} - \varphi - \delta } \right)}}} \right] \\ & \quad - 2\frac{{h_{1} }}{B}\left( {1 - \frac{{h_{1} }}{B}\cot \alpha _{{A1}} } \right)\left[ {\frac{{\left( {1 - K_{v} } \right)\sin \alpha _{{A2}} + K_{h} \cos \alpha _{{A2}} \tan \varphi _{{ave}} }}{{\cos \alpha _{{A2}} }}} \right] \\ & \quad + 2\frac{{\gamma _{w} }}{\gamma }\frac{{h_{2} }}{B}\left( {1 - \frac{{h_{1} }}{B}\cot \alpha _{{A1}} - \frac{{h_{2} }}{B}\cot \alpha _{{A2}} } \right)\left[ {\frac{{\left( {1 - k_{v} } \right)\sin \alpha _{{A2}} + k_{h} \cos \alpha _{{A2}} \tan \varphi }}{{\cos \alpha _{{A2}} }}} \right] \\ & \quad - 2\frac{{\gamma _{w} }}{{\bar{\gamma }}}\frac{{h_{2} }}{B}\left( {1 - \frac{{h_{1} }}{B}\cot \alpha _{{A1}} - 0.5\frac{{h_{2} }}{B}\cot \alpha _{{A2}} } \right)\left[ {\frac{{\left( {1 - k_{v} } \right)\sin \alpha _{{A2}} + k_{h} \cos \alpha _{{A2}} }}{{\cos \alpha _{{A2}} }}} \right] \\ & \quad - 2\frac{{\gamma _{w} }}{\gamma }\frac{{h_{2} }}{B}\left( {1 - \frac{{h_{1} }}{B}\cot \alpha _{{A1}} - \frac{{h_{2} }}{B}\cot \alpha _{{A2}} } \right)\left[ {\frac{{\left( {1 - k_{v} } \right)\sin \left( {\alpha _{{A3}} - \varphi } \right) + k_{h} \cos \left( {\alpha _{{A3}} - \varphi } \right)\tan \varphi }}{{\cos \left( {\alpha _{{A3}} - \varphi - \delta } \right)}}} \right] \\ & \quad + \left( {\frac{{h_{3} }}{B}} \right)^{2} \cot \alpha _{{B3}} \left[ {\frac{{\left( {1 - k_{v} } \right)\sin \left( {\alpha _{{B3}} + \varphi } \right) - k_{h} \cos \left( {\alpha _{{B3}} + \varphi } \right)}}{{\cos \left( {\alpha _{{B3}} + \varphi + \delta } \right)}}} \right] \\ & \quad - \frac{{h_{3} }}{B}\left( {1 - \frac{{h_{1} }}{B}\cot \alpha _{{A1}} - \frac{{h_{2} }}{B}\cot \alpha _{{A2}} } \right)\left[ {\frac{{\left( {1 - k_{v} } \right)\sin \left( {\alpha _{{A3}} - \varphi } \right) + k_{h} \cos \left( {\alpha _{{A3}} - \varphi } \right)}}{{\cos \left( {\alpha _{{A3}} - \varphi - \delta } \right)}}} \right] \\ \end{aligned}$$

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Haghsheno, H., Jamshidi Chenari, R., Javankhoshdel, S. et al. Seismic Bearing Capacity of Shallow Strip Footings on Sand Deposits with Weak Inter-layer. Geotech Geol Eng 38, 6741–6754 (2020). https://doi.org/10.1007/s10706-020-01466-4

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s10706-020-01466-4

Keywords

Navigation