Results 31 to 40 of about 170,516 (304)
Effect of negative excess pore-water pressure on the stability of excavated slopes [PDF]
Géotechnique Letters, 2020 Generation of negative excess pore-water pressure (NEPWP) due to the excavation of saturated soils under undrained conditions and the dissipation that follows over time may result in different short- and long-term slope instability. The NEPWP generated due to excavation gradually decreases towards equilibrium or, in some cases, steady seepage.
M. Ghadrdan, T. Shaghaghi, A. Tolooiyan
openaire +1 more source
Evaluation of a permeability-porosity relationship in a low permeability creeping material using a single transient test [PDF]
, 2009 A method is presented for the evaluation of the permeability-porosity relationship in a low-permeability porous material using the results of a single transient test. This method accounts for both elastic and non-elastic deformations of the sample during
Ai +39 more
core +5 more sources
Propagation and deposition of stony debris flows at channel confluences [PDF]
, 2015 The fluid dynamics of stony debris flows generated in two small tributaries adjacent to each other and flowing into a main receiving channel was analyzed experimentally at a laboratory scale.
Foti, E. +2 more
core +1 more source
Journal of Marine Science and Engineering, 2019 A suction anchor is an appealing anchoring solution for floating production. However, the possible effects of residual pore pressure can be rarely found any report so far in term of the research and design.
Hui Li +4 more
doaj +1 more source
Twin-tunnelling-induced changes to clay stiffness [PDF]
, 2018 With urban tunnel construction growing worldwide, the ability to accurately predict the ground and structural response to tunnelling and the associated risks is now more important than ever before. Engineers are expected to consider all aspects of tunnel
Divall, S.
core +1 more source
Rock and Soil Mechanics, 2022 Soil tends to have nonlinear compression characteristics, and the consolidation laws of soil are different under different compression characteristics.
WU Si-si +4 more
doaj +1 more source
Experimental Liquefaction Study of Southern Yogyakarta Using Shaking Table
Jurnal Teknik Sipil, 2017 An experimental study using shaking table was conducted to learn liquefaction. Samples used were sandy soils from South of Yogyakarta Special Region Province. Analysis of liquefaction potential was performed by considering several factors, i.e.
Lindung Zalbuin Mase
doaj +1 more source
Comparative analysis of load responses and deformation for crust composite foundation and pile-supported embankment [PDF]
, 2017 Ground improvement using artificial crust composite foundation, consisting of stabilization of soft clay and composite foundation, is an effective technique for the treatment of deep soft soil layers under infrastructure embankments.
Chen, Yonghui +4 more
core +1 more source
FEBS Letters, EarlyView.This study reveals a unique active site enriched in methionine residues and demonstrates that these residues play a critical role by stabilizing carbocation intermediates through novel sulfur–cation interactions. Structure‐guided mutagenesis further revealed variants with significantly altered product profiles, enhancing pseudopterosin formation. These
Marion Ringel +13 more
wiley +1 more source
Dissipated energy in undrained cyclic triaxial tests [PDF]
, 2015 Energy-based methods are an emerging tool for the evaluation of liquefaction potential. These methods relate excess pore water pressure build-up to seismic energy dissipated per unit volume.
Azeiteiro, RJN +3 more
core