Evaluation of techniques for mitigating snowmelt infiltration-induced landsliding in a highway embankment

2021 ◽  
pp. 106240
Author(s):  
Eric S. Hinds ◽  
Ning Lu ◽  
Benjamin B. Mirus ◽  
Jonathan W. Godt ◽  
Alexandra Wayllace
Keyword(s):  
Author(s):  
Т. В. Самодурова ◽  
О. В. Гладышева ◽  
Н. Ю. Алимова ◽  
Е. А. Бончева

Постановка задачи. Рассмотрена задача моделирования отложения снега во время метелей на автомагистралях с барьерными ограждениями в программе FlowVision . Результаты. В качестве опытного участка рассмотрен участок автомагистрали, проходящий в насыпи. Создана геометрическая модель участка автомагистрали. Обоснованы информационные ресурсы для создания гидродинамической модели обтекания насыпи автомагистрали с барьерными ограждениями снеговетровым потоком во время метелей. Проведено моделирование процесса снегонакопления на опытном участке с использованием программного комплекса FlowVision во время метелей с различными параметрами. Выводы. Сделан вывод о возможности применения программного комплекса FlowVision для совершенствования методики назначения снегозащитных устройств и определения параметров снегоочистки при зимнем содержании автомобильных дорог. Statement of the problem. The problems of snow deposit modeling on the highways with crash barriers during blizzards in the FlowVision was discussed. Results. The highway section passing in the embankment as an experimental section has been considered. The geometric model of the highway section was created. The information resources for designing a hydrodynamic model of a snowflow stream of highway embankment with barriers during blizzard were identified. The modeling of the snow deposit process in the experimental section using the FlowVision software during blizzards with different parameters was carried out. Conclusions. It was concluded that it is possible to use the FlowVision software to improve the methodology for snow protection designing and determining snow removal parameters for winter road maintenance.


2021 ◽  
pp. 100602
Author(s):  
M.S. Khan ◽  
M. Nobahar ◽  
M. Stroud ◽  
F. Amini ◽  
J. Ivoke

2004 ◽  
Vol 42 (3) ◽  
pp. 209-222 ◽  
Author(s):  
Gökhan Baykal ◽  
Ayşe Edinçliler ◽  
Altuğ Saygılı

2016 ◽  
Vol 30 (4) ◽  
pp. 04016002 ◽  
Author(s):  
David Flynn ◽  
David Kurz ◽  
Marolo Alfaro ◽  
Jim Graham ◽  
Lukas U. Arenson

2016 ◽  
Vol 53 (3) ◽  
pp. 373-383 ◽  
Author(s):  
Ning-Jun Jiang ◽  
Yan-Jun Du ◽  
Song-Yu Liu ◽  
Ming-Li Wei ◽  
Suksun Horpibulsuk ◽  
...  

Calcium carbide residue (CCR) is an industrial by-product, stockpiles of which are rapidly accumulating worldwide. Highway embankment construction has been identified as an avenue to consume huge quantities of CCR as an economical, less energy intensive, and environmentally friendly chemical additive for soil stabilization. Previous studies have investigated the mechanical behavior of soils stabilized by CCR or blends of CCR with other additives; however, interpretation of the macroscale geomechanical behavior of CCR-stabilized soft soils from a systematically microstructural observation and analysis is relatively unknown. This paper presents a multi-scale laboratory investigation on the physical, mechanical, and microstructural properties of CCR-stabilized clayey soils with comparison to quicklime-stabilized soils. Several series of tests were conducted to examine the Atterberg limits, particle-size distribution, compaction characteristics, unconfined compressive strength, California Bearing Ratio, and resilient modulus of the CCR-stabilized clayey soils. The influences of binder content, curing time, and initial compaction state on the physical and mechanical properties of treated soils are interpreted with the aids of physicochemical and microstructural observations including soil pH, soil mineralogy obtained from X-ray diffraction and thermogravimetric analysis, and pore-size distribution obtained from mercury intrusion porosimetry. Soil particle flocculation and agglomeration at the early stage and pozzolanic reactions during the entire curing time, which originate from the finer particle size, greater specific surface area, and higher pH value of CCR, are the controlling mechanisms for the superior mechanical performance of CCR-stabilized soils. The outcomes of this research will contribute to the usage of CCR as a sustainable and alternative stabilizer to quicklime in highway embankment applications.


1994 ◽  
Vol 38 (1-2) ◽  
pp. 95-116 ◽  
Author(s):  
Azm S. Al-Homoud ◽  
Safwan K. Saket ◽  
Abdallah I. Husein
Keyword(s):  

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