| تعداد نشریات | 285 |
| تعداد نشریات سازمان | 83 |
| تعداد شمارهها | 3,094 |
| تعداد مقالات | 34,539 |
| تعداد مشاهده مقاله | 49,432,890 |
| تعداد دریافت فایل اصل مقاله | 79,869,178 |
تحلیل پایداری شیروانیهای خاک برداری شده غیراشباع در اثر نفوذ آب باران در مسیر احداث کانالهای آبیاری (مطالعه موردی کانال اصلی خداآفرین) | ||
| تحقیقات مهندسی سازه های آبیاری و زهکشی | ||
| مقاله 9، دوره 20، شماره 77، بهمن 1398، صفحه 131-152 اصل مقاله (1.72 M) | ||
| نوع مقاله: مقاله پژوهشی | ||
| شناسه دیجیتال (DOI): 10.22092/idser.2019.127987.1408 | ||
| نویسندگان | ||
| دانش ستاری* 1؛ مسعود حاج علیلو بناب2؛ اکبر عرب پور جوادی3 | ||
| 1دانشجوی دکتری مهندسی عمران-ژئوتکنیک؛ گروه مهندسی خاک، دانشکده مهندسی عمران، دانشگاه تبریز، تبریز، ایران | ||
| 2استاد گروه مهندسی خاک، دانشکده مهندسی عمران، دانشگاه تبریز، تبریز، ایران | ||
| 3استاد دانشکده مهندسی، دانشگاه اکستر، اکستر، انگلستان | ||
| چکیده | ||
| ناپایداری شیروانیهای غیراشباع در اثر بارندگی، یکی از مهمترین رویدادهای طبیعی است که معمولاً بههنگام بارندگی یا پس از آن روی میدهد. بسیاری از تپههای خاکی و دامنههای کوه برای احداث زیرساختها و پروژههای بزرگ از جمله احداث کانالهای آبیاری خاکبرداری میشوند. در این تحقیق تأثیر نفوذ آب باران بر پایداری یکی از بحرانیترین شیروانیهای غیراشباع ایجاد شده برای احداث کانال اصلی شبکۀ آبیاری و زهکشی خدآآفرین در محدودۀ دشت مغان بررسی شد. مشخصات فیزیکی و مکانیکی مصالح تشکیلدهندۀ شیروانی، ضمن حفاری و اخذ نمونههای دستخورده و دستنخورده، با آزمایشهای درجا و آزمایشگاهی تعیین گردید. برای ارزیابی تأثیر بارندگی در پایداری شیروانی، از مقادیر توزیع ماهانه بارش منطقه مغان استفاده شد. برای بهدست آوردنپارامترهای منحنی مشخصه رطوبتی، از نرمافزار RETCاستفاده گردید.پس از تهیۀ مدل، اثر نفوذ آب باران بر فشار آب منفذی، درجۀ اشباع خاک، تغییر شکل و تغییرات کرنش برشی در مدت بارندگی تحلیل شد. برای ارزیابی پایداری شیروانی نیز از روش کاهش مقاومت برشی استفاده شد. نتایج بررسیها نشان میدهد نفوذ آب باران در شیروانیهای غیراشباع ایجاد شده در خاکهای ریزدانه با نفوذپذیری کم، در کوتاهمدت تأثیر چندانی ندارد ولی با گذشت زمان و طولانیتر شدن مدت زمان بارندگی، ناپایداری شروع میشود و پس از حدود 80 روز از بارشهای اعمال شده ضریب اطمینان به کمتر از یک میرسد و شیروانی بهطور کامل گسیخته میشود. بنابراین میتوان نتیجه گرفت که پایداری شیروانیهای از جنس ریزدانه در برابر بارندگیها، باید برای بارشهای با مدت زمان طولانی بررسی شود. | ||
| کلیدواژهها | ||
| فشارآب منفذی؛ کاهش مقاومت برشی؛ منحنی مشخصه رطوبت؛ FLAC 2D - RETC | ||
| عنوان مقاله [English] | ||
| Stability Analysis of Unsaturated Cut Slopes Due to Rainfall Infiltration (Case Study-Khoda Afarin Main Irrigation Canal) | ||
| نویسندگان [English] | ||
| Danesh Sattari1؛ Masoud Hajialilue Bonab2؛ akbar arabpour javadi3 | ||
| 1PhD Candidate, Department of Soil Mechanics, Faculty of Civil Engineering, University of Tabriz, Iran | ||
| 2Professor, Department of Soil Mechanics, Faculty of Civil Engineering, University of Tabriz, Iran | ||
| 3Professor, College of Engineering Mathematics and Physical Sciences, University of Exeter, UK | ||
| چکیده [English] | ||
| Introduction The stability of unsaturated slopes during rainfall is an important natural hazard. Past studies have shown that slope failures generally occur during or after rainfall. A review of past studies shows that instability of natural or excavated slopes for infrastructure construction occurs mainly during or after rainfall. Due to rainfall infiltration into unsaturated soil, the apparent cohesion and shear strength provided by matrix suction reduces d, resulting in slope instability. Library studies for this research, revealed that in recent years, extensive studies have been conducted on the rainfall infiltration in unsaturated slopes and their effect on shear strength and stability. But much of the research has been on high-intensity rainfall over a short period of time, however, some instability of slopes occurs during long-term rainfall or after rainfall. In addition to field research and physical modeling, numerical methods have also been developed to solve complex problems of unsaturated soils within the framework of various scientific theories in recent years. In this paper, in addition to considering the results of previous studies, the stability of the excavated soils with multiple berms has been investigated by considering transient fluid-mechanical coupled analysis. Khodafarinn Irrigation network is one of the largest water resources development projects in northwestern Iran. The length of its main canal is 144 km. According to the topography of the project area, excavations were required to construct the main canal and its structures. The stability of the slopes created by excavation is of great importance for canal construction and operation. One of the critical slopes created along the main canal is in the trench created at the site of the Golmali cut and cover which was selected as a case study. Methodology FLAC 2D is one of the most applicable geotechnical software based on the FDM and complex LAC 2D is one of the most applicable geotechnical software based on the FDM and complex geotechnical problems can be modeled by using FISH. The general framework of the study is that geometrical characteristics and materials parameters of the slope were first extracted using in situ and laboratory tests and then the average monthly rainfall was obtained from the meteorological station statistics. Then, transient fluid-mechanical coupled analysis was prepared for rainfall infiltration and deformation analysis using TPFlow. As a result of the analysis, pore water pressure, degree of saturation and deformation were calculated and according to results, the stability of slope was evaluated by using the shear strength reduction method. Filter paper test and RETC code were used to extract the SWRC and HCF of unsaturated soil parameters by Van-Genuchten model. Table.1 shows the parameters used in the analysis. Table 1-Parameters of slope material for numerical analysis γsat G C Ks ϕ θs θr α n KN/m3 MPa Pa m/s Deg. - - - - 19.1 100 8340 1.42E-06 27.4 0.453 0.05 1.282 1.585 Based on the available meteorological data, the average annual rainfall and monthly values of rainfall were extracted for the study area. In order to reach initial conditions in terms of water content and degree of saturation, average annual rainfall (288 mm) was applied to the slope for six months. Then, the most critical time limit for performing the task in terms of rainfall was selected from monthly values of rainfall for the 4 critical months (March-June) Fig. 1. Results and Discussion Fig. 1 shows the changes in the factor of safety during the four months of rainfall. According to the results, the FOS was 1.72 at the end of the initial condition and after applying four-month rainfalls, it was reduced to less than 1 and as result failure occurs. By finding the trend of its changes, it can be concluded that, when the FOS was reached less than the unit after about 80 days and the slope became unstable. In other words, with the passage of time and the increased rainfall infiltration at higher depths, after about 80 days, the complete slope failure started from the slope claw. Figure 16- Factor of safety and rainfall history for the 4 month Conclutions 1) Due to very low permeability and high suction at a low saturation ratio, the behavior of unsaturated excavated slopes in fine-grained soil is relatively complex compared to coarse-grained soil slopes. 2) In fine-grained soil slopes, pore water pressure and degree of saturation increase nonlinearly with increasing rainfall duration. However, the increase rate and the trend of increase was different from studies for high-intensity short duration rainfalls, The increase was faster at the slope surface but with increasing depth, water infiltration rate and consequently changes in pore water pressure will take longer time. 3) The factor of safety decreases with the time of rainfall and after about 80 days, the instability of the slope begins and the reason for its prolongation can be attributed to the low permeability of the slope material. Therefore, for relatively low permeability soil slopes such as those in fine-grained soils, long-duration rainfall is more effective than high-intensity but low-duration rainfall. 4) According to the results of previous studies conducted on high-intensity rainfall on slope stability in fine-grained slopes, high intensity and low duration rainfalls cannot infiltrate due to low permeability of materials and moves in the form of runoff at the slope surface and their stability should be examined for moderate to long-duration rainfall if necessary. | ||
| کلیدواژهها [English] | ||
| DM, HCF, Pore Water Pressure, RETC, SSR, SWCC, Unsaturated Soil | ||
| مراجع | ||
|
Ali, A., Huang, J., Lyamin, A. V., Sloan, S. W., & Cassidy, M. J. (2014). Boundary effects rain-induced landslide. Computers and Geotechnics, 61, 341-354.
Anon. (2011). FLAC Manual. Fluid-Mechanical Interaction. Minneapolis: Itasca Consulting Group.
Dangla, P. (1999). Approches energetique et numerique des milieux poreux non satures. Memoire d’habilitation a diriger des recherches. Ecole normalesuperieure de Cachan. Universite de Marne-la-Valee.
Fei, C., &Keizo, U. (2004). Numerical analysis of rainfall effects on slope stability. International Journal of Geomechanics, ASCE, 4(2), 69-74.
Josifovski, J., Susinov, B., & Abazi, S. (2019). Experimental and numerical modelling of rainfall induced slope instabilities in unsaturated sandy soil. WMHE 2019. 16th International Symposium on Water Management and Hydraulic Engineering,Sep. 5-7. Skopje, Macedonia.
Koner, R., & Chakravarty, D. (2016). Numerical analysis of rainfall effects in external overburden dump. International Journal of Mining Science and Technology, 26, 825-831.
Liu, J. Q., & Liu, J. L. (2012). Slope stability analysis with finite element method. Advanced Materials Research, 538–541, pp. 819–822. https://doi.org/10.4028/www.scientific.net/amr.
Mukhlisin, M., & Taha, M. R. (2012). Numerical model of antecedent rainfall effect on slope stability at a hillslope of weathered granitic soil formation. Journal of the Geological Society of India, 79(5), 525-531.
Rahimi, A., Rahardjo, H., & Leong, E. (2011). Effect of antecedent rainfall patterns on rainfall-induced slope failure. Journal of Geotechnical and Geoenvirontmental Engineering, 137(5), 483-491.
Richards, L.A. (1931) Capillary conduction of liquids through porous mediums. Journal of Applied Physics, 1, 318–333.
Soren, K., Budi, G., & Sen, P. (2014).Stability analysis of open pit slope by finite difference method. IJRET: International Journal of Research in Engineering and Technology, 3(5), 326-334.
Van Genuchten, M. T. (1986). A closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Science Society of America Journal, 44, 892-898.
Van Genuchten, M. T., Leij, F. J., & Yates, S. R. (1991). The RETC Code for Quantifying the HydraulicFunctions of Unsaturated Soils. U. S. Environmental Protection Agency, EPA/600/2-91/065, Washington, DC.
Xue, K., Ajmera, B. Tiwari, B., & Hu, Y. (2016). Effect of long duration rainstorm on stability of red-clay slopes. Geoenvironmental Disasters, 3(12), 1-13.
Zheng, Y., Hatami, K., & Miller, G. (2013). Numerical modeling of wetting-induced settlement of embankments”. Proceedings of the Geo-Congress. March 3-7. San Diego, California.
Zienkiewicz, O. C., Humpheson, C., & Lewis, R.W. (1975). Associated and non-associated viscoplasticity in soil mechanics. Geotechnique, 25, 671-689. | ||
|
آمار تعداد مشاهده مقاله: 672 تعداد دریافت فایل اصل مقاله: 481 |
||