Bearing capacity and settlement of footings in unsaturated sands
SK Vanapalli, FMO Mohamed - GEOMATE Journal, 2013 - geomatejournal.com
The focus of the study in this paper is directed towards understanding the influence of three
parameters; namely,(i) matric suction,(ii) overburden stress, and (iii) dilation, on the bearing …
parameters; namely,(i) matric suction,(ii) overburden stress, and (iii) dilation, on the bearing …
[图书][B] Static and dynamic response of silty Toyoura sand with PVA fibre and cement additives
CJR Schmidt - 2015 - search.proquest.com
Abstract After the Great East Japan Earthquake of 2011, nearly 24 million tons of disaster
debris such as concrete products, natural and polymeric fibres, and tsunami deposits …
debris such as concrete products, natural and polymeric fibres, and tsunami deposits …
[PDF][PDF] Bearing capacity and settlement behaviour of footings in an unsaturated sand
FMO Mohamed, SK Vanapalli… - 14th Pan-American …, 2011 - academia.edu
ABSTRACT A comprehensive experimental program was undertaken to study the bearing
capacity and settlement behaviour of a sandy soil using model footings in specially …
capacity and settlement behaviour of a sandy soil using model footings in specially …
Liquefaction susceptibility of non-plastic silty sands using hypoplastic model simulations
M Akhila, K RangaSwamy, N Sankar - International Journal of …, 2021 - Taylor & Francis
ABSTRACT A detailed numerical analysis was performed on sands and non-plastic silty
sands to examine the soil behaviour under triaxial loading conditions. An advanced …
sands to examine the soil behaviour under triaxial loading conditions. An advanced …
A family of constitutive models implemented in PLAXIS to simulate cemented mine backfill
A family of constitutive models for mine cemented backfill is presented. Four formulas for the
density-and pressure-dependency of elastic moduli, five formulas for the density-and …
density-and pressure-dependency of elastic moduli, five formulas for the density-and …