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Reliability analysis of excavated slopes in undrained clay
《Frontiers of Structural and Civil Engineering》2023年第11期1760-1775,共16页Shuang SHU Bin GE Yongxin WU Fei ZHANG 
the National Natural Science Foundation of China(Grant No.52322808);the QingLan Project of Jiangsu Province of China.
A novel approach based on the upper bound theory is proposed to assess the stability of excavated slopes with spatially variable clay in undrained conditions.The proposed random limit analysis is a combination of the ...
关键词：slope stability spatial variability limit analysis random field CLAY 
Undrained seismic bearing capacity of strip footing adjacent to a heterogeneous excavation被引量：1
《Frontiers of Structural and Civil Engineering》2023年第4期566-583,共18页Ramin VALI Saeed KHOSRAVI Majid BEYGI 
The analysis of the bearing capacity of strip footings sited near an excavation is critical in geotechnics.In this study,the effects of the geometrical features of the excavation and the soil strength properties on th...
关键词：EXCAVATION finite element limit analysis heterogeneous soil strip footing undrained bearing capacity 
SPT based determination of undrained shear strength:Regression models and machine learning被引量：3
《Frontiers of Structural and Civil Engineering》2020年第1期185-198,共14页Walid Khalid MBARAK Esma Nur CINICIOGLU Ozer CINICIOGLU 
The purpose of this study is the accurate prediction of undrained shear strength using Standard Penetration Test results and soil consistency indices,such as water content and Atterberg limits.With this study,along wi...
关键词：UNDRAINED SHEAR strength linear regression random FOREST gradient BOOSTING machine learning standard PENETRATION test 
Performance of fiber reinforced clayey sand composite
《Frontiers of Structural and Civil Engineering》2012年第2期147-152,共6页Amin CHEGENIZADEH Hamid NIKRAZ 
Soils and their related behavior have always been the subject of many studies.Recent researches show some interests in investigation of inclusion of randomly distributed fiber in soil.This study focuses on effect of f...
关键词：TRIAXIAL consolidated undrained(CU) FIBER STRENGTH 
Experimental study of two saturated natural soils and their saturated remoulded soils under three consolidated undrained stress paths被引量：1
《Frontiers of Structural and Civil Engineering》2011年第2期225-238,共14页Mingjing JIANG Haijun HU Jianbing PENG Serge LEROUEIL 
supported by China National Funds for Distinguished Young Scientists(No.51025932);the National Natural Science Foundation of China(Grant Nos.10922158 and 40534021;the Land and Natural Resources of China(No.1212010914013).
In this paper,an experimental investigation is conducted to study the mechanical behavior of saturated natural loess,saturated natural filling in ground fissure and their corresponding saturated remoulded soils under ...
关键词：stress paths static liquefaction natural soil remoulded soil LOESS structure total strength indices excess pore pressure 
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