Geotechnical forensic investigation of a slope failure on silty clay soil—A case study

Mohammad Abubakar NAVEED, Zulfiqar ALI, Abdul QADIR, Umar Naveed LATIF, Saad HAMID, Umar SARWAR

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Front. Struct. Civ. Eng. ›› 2020, Vol. 14 ›› Issue (2) : 501-517. DOI: 10.1007/s11709-020-0610-y
RESEARCH ARTICLE

Geotechnical forensic investigation of a slope failure on silty clay soil—A case study

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Abstract

Qila Bala Hisar is one of the noteworthy places of Peshawar, Khyber Pakhtunkhwa. The fort was constructed on a filled ground during the 18th century and it was renovated several times by the occupants ever since. Recently, due to an earthquake of magnitude 7.3, the upper part of the south-western wall of the fort collapsed. The collapse of the wall was attributed to the failure of the retained slope. This research was undertaken to characterize the slope material, study causal factors of failure and evaluate remedial strategy. The investigation involved conventional field and laboratory testing and geophysical investigation using electrical resistivity technique to evaluate the nature of stratum. Also, X-ray Diffraction and Scanning Electron Microscopy was used to study the slope material at a molecular level to evaluate the existence of swelling potential. The analysis has shown that excessive seepage of water caused by the poor maintenance of runoff and sewage drains is the causal factor triggered by the seismic event. A remedial strategy involving soil nails, micro piles and improvement of the surface drainage is recommended.

Keywords

forensic geotechnical investigation / slope failure / slope analysis / finite element method / numerical analysis / seismic loading / Qila Bala Hisar

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Mohammad Abubakar NAVEED, Zulfiqar ALI, Abdul QADIR, Umar Naveed LATIF, Saad HAMID, Umar SARWAR. Geotechnical forensic investigation of a slope failure on silty clay soil—A case study. Front. Struct. Civ. Eng., 2020, 14(2): 501‒517 https://doi.org/10.1007/s11709-020-0610-y

References

[1]
Terzaghi K. Stability of slopes of natural clay. In: Proceedings of the 1st International Conference on Soil Mechanics and Foundation Engineering. Cambridge, 1936, 1: 161–165
[2]
Allasia P, Manconi A, Giordan D, Baldo M, Lollino G. Advice: A new approach for near-real-time monitoring of surface displacements in landslide hazard scenarios. Sensors Switzerland, 2013, 13: 8285–8302
[3]
Friedli B, Hauswirth D, Puzrin A M. Lateral earth pressures in constrained landslides. Geotechnique, 2017, 67: 890–905
[4]
Mentzini M. Structural interventions on the Acropolis monuments. The Acropolis Restoration News, 2006, 6: 15–18
[5]
Ruffell A, McKinley J. Forensic Geoscience: Applications of geology, geomorphology and geophysics to criminal investigations. Earth-Science Reviews, 2005, 69(3–4): 235–247
CrossRef Google scholar
[6]
Ali S, Khan A Q, Shehryar U Z, Haider T. Forensic geotechnical distress evaluation of damaged buildings in alluvial-loessic soils: A case history. In: International Conference on Case Histories in Geotechnical Engineering. Chicago: Missouri University of Science and Technology, 2013
[7]
Hamdia K M, Silani M, Zhuang X, He P, Rabczuk T. Stochastic analysis of the fracture toughness of polymeric nanoparticle composites using polynomial chaos expansions. International Journal of Fracture, 2017, 206(2): 215–227
CrossRef Google scholar
[8]
Rabczuk T, Belytschko T. A three-dimensional large deformation meshfree method for arbitrary evolving cracks. Computer Methods in Applied Mechanics and Engineering, 2007, 196(29–30): 2777–2799
CrossRef Google scholar
[9]
Renb H, Zhuanga X, Rabczukd T. Dual-horizon peri dynamics: A stable solution to varying horizons. Computer Methods in Applied Mechanics and Engineering, 2017, 318: 762–782
[10]
Raileanu P, Boti N, Stanciu A. Geology, Geotechnics and Foundations. Lasi: Technical University of Lasi, 1986
[11]
Clough G W, O’Rourke T D. Construction induced movements of in-situ walls. In: Proceedings, ASCE Conference on Performance of Earth Retaining Structures, Geotechnical Special Publication No. 25. New York: ASCE, 1990, 439–470
[12]
Briaud J L. Introduction to Geotechnical Engineering. New Jersey: John Wiley & Sons, Inc., 2013, 649–697
[13]
ASTM Standard D1586/D1586M. Standard Test Method for Standard Penetration Test (SPT) and Split-Barrel Sampling of Soils. Annual Book of ASTM Standards. West Conshohocken, PA: American Society for testing and Materials, 2004
[14]
ASC Geosciences, Inc. Report of Geotechnical Field Exploration, Data Evaluation, and Engineering Consultation Services. Report No. 06L1507. Lakeland, Florida, 2007
[15]
Delatte N J, Rens K L. Forensics and case studies in civil engineering education: State of the art. Journal of Performance of Constructed Facilities, 2002, 16(3): 98–109
CrossRef Google scholar
[16]
ASTM Standard D 4318-93. Liquid Limit, Plastic Limit, and Plasticity Index of Soils. Annual Book of ASTM Standards. West Conshohocken, PA: American Society for testing and Materials, 2004
[17]
Dahlin T, Zhou B. A numerical comparison of 2D resistivity imaging with 10 electrode arrays. Geophysical Prospecting, 2004, 52(5): 379–398
CrossRef Google scholar
[18]
Terzaghi K, Peck R B. Soil Mechanics in Engineering Practice. 1st ed. New York: John Wiley & Sons, 1948, 566
[19]
Peck R B, Hanson W E, Thornburn T. Foundation Engineering. New York: John Wiley & Sons, 1953, 410
[20]
Skempton A W. The Colloidal Activity of Clays. In: Proceedings of the 3rd International Conference on Soil Mechanics and Foundation Engineering, 1953, (1): 57–61
[21]
Zhou S, Zhuang X, Rabczuk T. A phase-field modeling approach of fracture propagation in poroelastic media. Engineering Geology, 2018, 240: 189–203
CrossRef Google scholar
[22]
Rabczuk T, Belytschko T. Cracking particles: A simplified meshfree method for arbitrary evolving cracks. International Journal for Numerical Methods in Engineering, 2004, 61(13): 2316–2343
CrossRef Google scholar
[23]
Rabczuk T, Zi G, Bordas S, Nguyen-Xuan H. A simple and robust three-dimensional cracking-particle method without enrichment. Computer Methods in Applied Mechanics and Engineering, 2010, 199(37–40): 2437–2455
CrossRef Google scholar
[24]
Zhou S, Zhuang X, Zhu H, Rabczuk T. Phase field modelling of crack propagation, branching and coalescence in rocks. Theoretical and Applied Fracture Mechanics, 2018, 96: 174–192
CrossRef Google scholar
[25]
Schlosser F E. Recommendations CLOUTERRE 1991—Soil Nailing Recommendations 1991. Washington, D.C.: U.S. Federal Highway Administration, 1993
[26]
FHWA. Geotechnical Circular No. 7. Soil Nail Walls. Publication FHWA-IF-03-017. Washington, D.C.: U.S. Department of Transportation, Federal Highway Administration, 2003
[27]
Juran I, Elias V. Ground Anchors and Soil Nails in Retaining Structures. Foundation Engineering Handbook. Boston, MA: Springer, 1991

Acknowledgement

We bow our heads before Almighty Allah for providing us opportunity and resources to complete our research work. Our deepest gratitude goes to our respected teachers particularly our advisor Dr. Sarfraz Ali who supervised our thesis work on which this research paper is based. He has been a source of encouragement and the driving force behind this research. He contributed valuable ideas and helped us through his exemplary guidance and leadership. Special thanks to our parents for their never-ending love and prayers. To those who in some way contributed in this research, your kindness means a lot to us. The research was funded by the Military College of Engineering, National University of Science and Technology, Pakistan.

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2020 Higher Education Press and Springer-Verlag GmbH Germany, part of Springer Nature
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