Effect of the chemical compounds of soil on the stability of excavation wall: A case study

[1] Mitchell, J.K., and Soga, K., (2005). Fundamentals of Soil Behavior. New Jersey, John Wiley &  Sons Publication

[2] Mitchell, J.K., (1993). Fundamentals of Soil Behavior. John Wiley & Sons, New York Publication.

[3] Alshawabkeh, A.N., and Acar, Y.B., (1996). Electrokinetic remediation II: theoretical model. Journal of Geotechnical Engineering, ASCE, 122, 186–196.

[4] Asavadorndeja, P., and Glawe, U., (2005). Electrokinetic strengthening of soft clay using the Anode depolarization method. Bulletin of Engineering Geology and the Environment, 64, 237–245.

[5] Ozkan, S., Seals, R.K., and Gale, R., (1999). Electrokinetic stabilization of kaolinite by injection of Al and PO43- ions. Ground Improvement, 3, 135–145.

[6] Alshawabkeh, A.N., and Sheahan, T.C., (2003). Soft soil stabilization by ionic injection under Electric fields. Ground Improvement, 7, 135–144.

[7] Otsuki, N., Yodsudjai, W., and Nishida, T., (2017). Feasibility study on soil improvement using electrochemical technique. Construction and Building Materials, 21, 1046–1051.

[8] Ou, C.Y., Chien, S.C., Yang, C.C., and Chen, C.T., (2015). Mechanism of soil cementation by electroosmotic chemical treatment. Applied Clay Science, 104, 135-14.

[9] Chien, S.C., Ou, and C.Y., (2011). A Novel technique of harmonic waves applied electro-osmotic chemical treatment for soil improvement. Applied Clay Science, 52,  235-244

[10] Abdullah, W.S., and AL-Abadi, A.M., (2010). Cationic-electrokinetic improvement of an expansive soil. Applied Clay Science, 47, 343-350.

[11] Chien, S.C., Ou,  C.Y., and Wang, M.K., (2009). Injection of saline solutions to improve the electro-osmotic pressure and consolidation of foundation soil. Applied Caly Science, 44, 218-224.

[12] Ou, C.Y. ,Chien. S.C., and Wang, Y.G., (2009). On the enhancement of electroosmotic soil improvement by the injection of saline solutions. Applied Clay Science, 44, 130-136.

[13] Cheng, L., Shahin, M.A., and Mujah, D., (2016). Influence of Key Environmental Conditions on Microbially Induced Cementation for Soil Stabilization. Journal of Geotechnical and Geoenvironmental Engineering, pp. 1-11.

[14] Cui, M.J., Zheng, J.J., Zhang, R.J., Lai, H.J., and Zhang, J., (2017). Influence of cementation level on the strength behavior of bio-cemented sand. Acta Geotechnica, 12, pp. 971-986.

[15] Jin, L., Zeng, Y. Xia, L., and Ye, Y., (2016). Experimental and Numerical Investigation of Mechanical Behaviors of Cemented Soil–Rock Mixture. Geotechnical and Geological Engineering, 35, pp. 337-354.

[16] Li, Z., Wang, Y.H., Ma, C.H., and Mok, C.M.B., (2017). Experimental characterization and 3D DEM simulation of bond breakages in artificially cemented sands with different bond strengths when subjected to triaxial shearing. Acta Geotechnica, 12(5), pp. 987-1002.

[17] Keawsawasvong, S., Ukritchon, B., (2017). Stability of unsupported conical excavations in non-homogeneous clays. Computers and Geotechnics, 81, pp. 125–136.

[18] Jamshidi Chenari, R. Kamyab, H. Izadi, A. (2019) “Continuous Slip Surface Method for Stability Analysis of Heterogeneous Vertical Trenches” Scientia Iranica, Article in Press.

[19] Taromi, M., & Eftekhari, A. (2018). Tunnel design and construction process in difficult ground conditions with Analysis of Controlled Deformations (ADECO) approach; a Case Study. International Journal of Mining and Geo-Engineering, 52(2), 149-160.

[20] Chen, Y., Zhao, W., Jia, P., Han, J., (2018). Proportion Analysis of Ground Settlement Caused by Excavation and Dewatering of A Deep Excavation in Sand Area. Indian Geotechnical Journal, 48(1), 103-113.

[21] Konai, S., Sengupta, A., Deb, K., (2018). Behavior of braced excavation in sand under a seismic condition: experimental and numerical studies. Earthquake Engineering and Engineering Vibration, 17, 311-324.

[22] Bahrami, M., Khodakarami, M.I., Hadad, A., (2018). 3D numerical investigation of the effect of wall penetration depth on excavations behavior in sand. Computers and Geotechnics, 98, 82-92.

[23] Hsiung, B.B., (2019). Observations of the ground and structural behaviours induced by a deep excavation in loose sands. Acta Geotechnica, 1-17.

[24] Civil Progress and Advances of Kermanshah Company, (2013). Geotechnical investigation report of excavation wall of Firozeh-Gharb project in Kermanshah. Darya, Khak, Pey Consultant Engineering, Kermanshah, Iran.

[25] Bryant, L.D., (2003). Geotechnical Problems With Pyritic Rock And Soil. Virginia Polytechnic Institute And State University, Blacksburg,Virginia.

[26] Dexter, A., Czyz, E., and Gate, O., (2017). A method for prediction of soil penetration resistance. Soil and Tillage Reaserch, 93, 412-419.

[27] Das, B.M., (1997). Advanced Soil Mechanics”, Washington, Taylor & Francis.

[28] Duncan, J.M., Wright, S.G., and Brandon, T.L., (2014). Soil Strength and Slope Stability. New Jersey: John Wiley and Sons.

[29] Hajiazizi, M., Ashory, (2011). Application of point interpolation method in jointed rock mass, International Journal of Computational Methods, 8(1), 41-55.

[30] Hajiazizi, M., Kakaei, R., (2018). Numerical simulation of GFRP blanket effect on reducing the deformation of X65 buried pipelines exposed to subsurface explosion. International Journal of Pressure Vessels and Piping, 166, 9-23.

[31] Kakaei, R., Hajiazizi, M., (2021). The effect of GFRP on reinforcing the buried and internally pressurized steel pipes against terrorist attacks. International Journal of Pressure Vessels and Piping, 189, 104273