#1Rohit Ralli(IITD: Indian Institute of Technology Delhi)
#2Bappaditya Manna(IITD: Indian Institute of Technology Delhi)H-Index: 7
Last. Manoj Datta(IITD: Indian Institute of Technology Delhi)H-Index: 13
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AbstractThis paper presents the field test results for 3.3-m-long driven steel pipe single vertical piles, P1 (β=0°), and single batter piles, P2 (β=10°) and P3 (β=20°), for four different eccentri...
#2Lucio Olivares(Seconda Università degli Studi di Napoli)H-Index: 15
AbstractVolcanic pyroclastic deposits generally have a metastable and collapsible structure, which may lead to their liquefaction under monotonic, cyclic, and dynamic loading. Their structure could...
AbstractA reliable assessment of peak resistance is the key aspect of geotechnical design for spudcan installation in sand-over-clay soil profiles. The most recent failure stress–dependent method h...
#1Tingyu Wu(Zhejiang University of Technology)H-Index: 2
#5Yuanqiang Cai(Zhejiang University of Technology)H-Index: 15
AbstractThe cyclic behaviors of soils in the plane strain state have rarely been studied in laboratory tests, while the plane strain hypothesis may have applications on the traffic-induced cyclic p...
AbstractThis paper investigates the dynamic response of a pile embedded in layered transversely isotropic unsaturated soils subjected to a vertical external excitation. The quintessential Biot biph...
AbstractGround densification is a common countermeasure against soil liquefaction. The state-of-practice for designing ground densification is typically based on empirical estimates of liquefaction...
AbstractA soil’s elastic modulus is a fundamental property defining the soil’s reversible stress-strain relation under mechanical and environmental loadings. It has been observed that a soil’s elas...
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