پیوندهای مفید
آمار
| تعداد نشریات | 21 |
| تعداد شمارهها | 697 |
| تعداد مقالات | 10,086 |
| تعداد مشاهده مقاله | 71,209,593 |
| تعداد دریافت فایل اصل مقاله | 62,943,151 |
Production Thematic Maps of Bearing Capacity of Shallow Foundation for Al-Basrah Soil Using Standard Penetration Data and GIS | ||
| Journal of Rehabilitation in Civil Engineering | ||
| مقاله 5، دوره 11، شماره 4 - شماره پیاپی 32، بهمن 2023، صفحه 77-90 اصل مقاله (1.16 M) | ||
| نوع مقاله: Regular Paper | ||
| شناسه دیجیتال (DOI): 10.22075/jrce.2023.27587.1668 | ||
| نویسندگان | ||
| Majeed R. Sabaa1؛ Alaa D. Salman2؛ Ammar J. Dakhil3؛ Saba I. Jawad4؛ Mahdi O Karkush* 5؛ Ahmed Athab6 | ||
| 1Civil Engineering Department, Al-Furat Al-Awsat University, Babylon, Iraq | ||
| 2Surveying Engineering Department, University of Baghdad, Baghdad, Iraq | ||
| 3Civil Engineering Department, University of Basrah, Basrah, Iraq | ||
| 4Civil Engineering Department, Bilad Al-Rafidian University College, Baqubah, Iraq | ||
| 5Civil Engineering Department, University of Baghdad, Baghdad, Iraq | ||
| 6Terra Motion Limited, Nottingham, United Kingdom | ||
| تاریخ دریافت: 24 تیر 1401، تاریخ بازنگری: 02 آذر 1401، تاریخ پذیرش: 06 فروردین 1402 | ||
| چکیده | ||
| The Geographic Information System (GIS) is one of the modern database software which is used to collect, analyze, display, processing and produce geographic information maps for a specific objective. In addition, a statistical analysis can be generated within GIS on specific data to produce quantitative results. In this study, the GIS utilized to produce thematic maps showing the variation of bearing capacity of shallow foundation in Al-Basrah province soil. All the features mentioned above illustrate the importance of GIS exploring more valuable results such as the bearing capacity of shallow foundation from the results of standard penetration tests (SPT) conducted in Al-Basrah province soil. The total number of boreholes drilled was 135 distributed irregularly in the study area. In each borehole, three SPTs were performed at depths of 1.5, 6, and 9.5 m measured from the existing ground level (EGL). The results of the study can be summarized by the production of thematic maps showing the variation of the bearing capacity of the soil over the whole area of Al-Basrah city correlated with several depths. These maps can be used by different local authorities to predict soil bearing capacity and choose a suitable type of foundation. In addition, it can be utilized to assess the foundations of existing and irregularly constructed buildings and to assess the extent of the risks of failure and collapse. | ||
| کلیدواژهها | ||
| Thematic maps؛ GIS؛ SPT؛ Bearing capacity؛ Shallow foundation؛ Al-Basrah city | ||
| مراجع | ||
|
[1] Rocha BP, Giacheti HL. Site characterization of a tropical soil by in situ tests. Dyna. 2018;85(206):211–9.
[2] Nixon IK. Standard penetration test State-of-the-art report. In: Penetration Testing, volume 1. Routledge; 2021. p. 3–22.
[3] Baxter CDP, Page MJ, Bradshaw AS, Sherrill M. Guidelines for Geotechnical Site Investigations in Rhode Island. 2005.
[4] Karkush MO, Hussein AA. Experimental investigation of bearing capacity of screw piles and excess porewater pressure in soft clay under static axial loading. In: E3S Web of Conferences. EDP Sciences; 2021. p. 1001.
[5] Karkush M, Jabbar A. An Effect of several patterns of floating stone columns on the bearing capacity and porewater pressure in saturated soft soil. J Eng Res. 2022;10(2B):84–97.
[6] Karkush MO, AbdulKareem MS, Dekhn H. Effect of deep remediation and improvement on bearing capacity and settlement of piled raft foundation subjected to static and cyclic vertical loading. Geomech Geoengin. 2022;17(6):1801–11.
[7] Ghafghazi M, DeJong JT, Sturm AP, Temple CE. Instrumented Becker penetration test. II: iBPT-SPT correlation for characterization and liquefaction assessment of gravelly soils. J Geotech Geoenvironmental Eng. 2017;143(9):4017063.
[8] Bahmani SM, Briaud JL, Rahimi S, Wood CM, Wotherspoon LM, Anbazhagan P, et al. Correlation between shear wave velocity (Vs) and SPT resistance (N) for Roorkee region. Iraqi J Sci. 2021;60(4):1–19.
[9] Kirar B, Maheshwari BK, Muley P. Correlation between shear wave velocity (Vs) and SPT resistance (N) for Roorkee region. Int J Geosynth Gr Eng. 2016;2:1–11.
[10] Rahimi S, Wood CM, Wotherspoon LM. Influence of soil aging on SPT-Vs correlation and seismic site classification. Eng Geol. 2020;272:105653.
[11] Anbazhagan P, Uday A, Moustafa SSR, Al-Arifi NSN. Correlation of densities with shear wave velocities and SPT N values. J Geophys Eng. 2016;13(3):320–41.
[12] Bandyopadhyay S, Sengupta A, Reddy GR. Development of correlation between SPT-N value and shear wave velocity and estimation of non-linear seismic site effects for soft deposits in Kolkata city. Geomech Geoengin. 2021;16(1):1–19.
[13] Thokchom S, Rastogi BK, Dogra NN, Pancholi V, Sairam B, Bhattacharya F, et al. Empirical correlation of SPT blow counts versus shear wave velocity for different types of soils in Dholera, Western India. Nat Hazards. 2017;86:1291–306.
[14] Mujtaba H, Farooq K, Sivakugan N, Das BM. Evaluation of relative density and friction angle based on SPT-N values. KSCE J Civ Eng. 2018;22:572–81.
[15] Karkush MO, Mohsin AH, Saleh HM, Noman BJ. Numerical analysis of piles group surrounded by grouting under seismic load. In: Geotechnical Engineering and Sustainable Construction: Sustainable Geotechnical Engineering. Springer; 2022. p. 379–89.
[16] Youd TL, Idriss IM. Liquefaction resistance of soils: summary report from the 1996 NCEER and 1998 NCEER/NSF workshops on evaluation of liquefaction resistance of soils. J Geotech geoenvironmental Eng. 2001;127(4):297–313.
[17] Karkush MO, Jihad AG. Studying the geotechnical properties of clayey soil contaminated by kerosene. Key Eng Mater. 2020;857:383–93.
[18] Peck RB, Hanson WE, Thornburn TH. Foundation engineering. John Wiley & Sons; 1991.
[19] Bolton Seed H, Tokimatsu K, Harder LF, Chung RM. Influence of SPT procedures in soil liquefaction resistance evaluations. J Geotech Eng. 1985;111(12):1425–45.
[20] Skempton AW. Standard penetration test procedures and the effects in sands of overburden pressure, relative density, particle size, ageing and overconsolidation. Geotechnique. 1986;36(3):425–47.
[21] Fletcher GFA. Standard penetration test: its uses and abuses. J Soil Mech Found Div. 1965;91(4):67–75.
[22] Knappett J. Craig’s soil mechanics. Vol. 8. Spon Press London; 2012.
[23] Abdulrazzaq RMW, Hashim AS. Employ GIS Data to update the Map of the College of Water Resources Engineering Using Aerial and Satellite Images. Iraqi J Sci. 2019;60(4):914–23.
[24] Mahdi Karkush, Abdul Razak Ziboon HH. Studying the Effects of Contamination on Soil Properties Using Remote Sensing. J Eng. 2014;20(6):78–90.
[25] Dawod GM, Ascoura IE. The validity of open-source elevations for different topographic map scales and geomatics applications. J Geogr Inf Syst. 2021;13(02):148.
[26] Al-Ansari N. Topography and climate of Iraq. J Earth Sci Geotech Eng. 2021;11(2):1–13.
[27] Bajjali W. ArcGIS for environmental and water issues. Springer; 2017.
[28] Shen Y. Library Space Information Model Based on GIS—A Case Study of Shanghai Jiao Tong University. Inf Technol Libr. 2018;37(3):99–110.
[29] Hussein ZE. Accuracy evaluation of digital elevation model created using handheld Global Positioning System receivers. J Eng. 2016;22(6):137–48.
[30] AL-Shamaa MFK, Sheikha AA, Karkush MO, Jabbar MS, Al-Rumaithi AA. Numerical modeling of honeycombed geocell reinforced soil. In: Modern Applications of Geotechnical Engineering and Construction: Geotechnical Engineering and Construction. Springer; 2021. p. 253–63.
[31] Karkush MO, Aljorany AN. Analytical and numerical analysis of piled-raft foundation of storage tank. In: Construction in Geotechnical Engineering: Proceedings of IGC 2018. Springer; 2020. p. 373–84.
[32] Matsumoto T, Phan LT, Oshima A, Shimono S. Measurements of driving energy in SPT and various dynamic cone penetration tests. Soils Found. 2015;55(1):201–12.
[33] Karkush MO, Abdul Kareem MS. Behavior of pile group subjected to cyclic lateral loading in contaminated soils. Int J GEOMATE. 2016;10(3).
[34] Bowles JE, Guo Y. Foundation analysis and design. Vol. 5. McGraw-hill New York; 1996.
[35] Das BM, Sivakugan N. Principles of foundation engineering. Cengage learning; 2018.
[36] Al-Mamoori SK, Al-Maliki LA, Al-Sulttani AH, El-Tawil K, Al-Ansari N. Statistical analysis of the best GIS interpolation method for bearing capacity estimation in An-Najaf City, Iraq. Environ Earth Sci. 2021;80(20):683.
[37] Bhunia GS, Shit PK, Maiti R. Comparison of GIS-based interpolation methods for spatial distribution of soil organic carbon (SOC). J Saudi Soc Agric Sci. 2018;17(2):114–26.
[38] Setianto A, Triandini T. Comparison of kriging and inverse distance weighted (IDW) interpolation methods in lineament extraction and analysis. J Appl Geol. 2013;5(1).
[39] Karkush MO, Ahmed MD, Sheikha AAH, Al-Rumaithi A. Thematic maps for the variation of bearing capacity of soil using SPTs and MATLAB. Geosciences. 2020;10(9):329.
[40] Karkush MO, Sabaa MR, Salman AD, Al-Rumaithi A. Prediction of bearing capacity of driven piles for Basrah governatore using SPT and MATLAB. J Mech Behav Mater. 2022;31(1):39–51. | ||
|
آمار تعداد مشاهده مقاله: 1,415 تعداد دریافت فایل اصل مقاله: 511 |
||