全部文献期刊会议图书|学者科研项目
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作者:Zhechao Wang , Ron C. K. Wong , Liping Qiao ...
来源:[J].International Journal of Civil Engineering(IF 0.379), 2017, Vol.15 (3), pp.411-418
摘要:The effects of effective stress and void ratio on the secondary compressibility of the sandy and clayey soils were investigated in this study. The coefficient of secondary compression of Ottawa sand in single stage and stepwise loading tests increases with effective vertical stre...
作者:Do Minh Duc , Nguyen Manh Hieu
来源:[J].International Journal of Civil Engineering(IF 0.379), 2017, Vol.15 (3), pp.377-389
摘要:Climate change and global warming have led to severe typhoons and sea level rise (SLR) which may threat the stability of coastal structures. However, countermeasures to enhance coastal protection against SLR and severe typhoons have not appropriately considered. The Hai Hau ...
作者:X. L. Chen , J. P. Fu , F. Xue ...
来源:[J].International Journal of Civil Engineering(IF 0.379), 2017, Vol.15 (4), pp.531-547
摘要:This paper presents comparative numerical research on the overall seismic behavior of RC frames with different types of rebar (normal versus high-strength rebar). A nonlinear numerical model is developed and is validated using experimental results. Comparing the numerical and exp...
作者:Mohammad Ali Khasawneh
来源:[J].International Journal of Civil Engineering(IF 0.379), 2017, Vol.15 (7), pp.1007-1017
摘要:A more proactive approach toward the repair method for a friction-deficient pavement surfaces would be to test the hot mix asphalt in the laboratory during its initial mix design stage to ensure that aggregate combinations will provide adequate friction over the life of the ...
作者:Kabir Sadeghi , Fatemeh Nouban
来源:[J].International Journal of Civil Engineering(IF 0.379), 2017, Vol.15 (7), pp.1063-1075
摘要:This paper deals with both global and local versions of an energetic analytical model to quantify the damage caused to reinforced concrete (RC) structures under monotonic, cyclic, or fatigue loading. The proposed model closely represents the damage to structures, and presents a d...
作者:Fabio Mazza , Marco Fiore , Mirko Mazza
来源:[J].International Journal of Civil Engineering(IF 0.379), 2017, Vol.15 (8), pp.1187-1201
摘要:A ten storey steel office building, designed for a low-risk zone under the former Italian seismic code and in line with Eurocodes 1 and 3, is considered as test structure. More specifically, the dynamic response of the test structure in a no fire situation is compared with w...
作者:Hamid Reza Ebrahimi Motlagh , Alireza Rahai
来源:[J].International Journal of Civil Engineering(IF 0.379), 2017, Vol.15 (5), pp.715-725
摘要:This paper tried to analyze the behavior of a typical bridge and the effect of its skew degree on its behavior to near-field earthquakes. To this end, the seismic behavior of a number of typical bridges with same spans and different skew degrees was studied under near-field and f...
作者:Younes Aminpour , Javad Farhoudi
来源:[J].International Journal of Civil Engineering(IF 0.379), 2017, Vol.15 (5), pp.763-774
摘要:Local scour downstream of hydraulic structures is one of the critical phenomena, which has absorbed a vast amount of interests by researchers. The designers of hydraulic structures, particularly, spillways try to utilize proper means to minimize the consequences of excess energie...
作者:G. P. Ganapathy , R. Gobinath , I. I. Akinwumi ...
来源:[J].International Journal of Civil Engineering(IF 0.379), 2017, Vol.15 (3), pp.401-409
摘要:Soils with poor engineering properties have been a concern to construction engineers because of the need to strike a balance between safety and economy during earthworks construction. This research work investigates the effects of treating a soil having poor geotechnical pro...
作者:Xing Huang , Quansheng Liu , Bin Liu ...
来源:[J].International Journal of Civil Engineering(IF 0.379), 2017, Vol.15 (6), pp.921-948
摘要:To reveal the deformation mechanism during tunneling in deep soft ground, triaxial unloading confining pressure tests and triaxial unloading creep tests were carried out on sandy mudstone specimens to study the dilatancy and fracturing behavior of soft rock. In the triaxial ...

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