Probabilistic modelling of soil profiles requires knowledge of three statistical parameters – the mean, standard deviation (or similar measure of the variance) and the scale of fluctuation, which provides information regarding the continuity or randomness of the soil property under investigation. The first two parameters are relatively simple to quantify, however, the third requires testing that is normally beyond the scope of the vast majority of site investigations. This paper aims to quantify the scale of fluctuation of the Young’s modulus of elasticity of a sand based on flat dilatometer tests (DMTs). Almost 500 DMTs have been performed along a horizontal line, 50 metres in total length. The horizontal interval between tests was 0.5 m, ...
Describing how soil properties vary spatially is of particular importance in stochastic analyses of ...
The design process in geotechnical engineering requires the most accurate mapping of soil. The diffi...
International audienceA probabilistic analysis of vertically and obliquely loaded strip footings res...
Describing how soil properties vary spatially is of particular importance in stochastic analyses of ...
Deformations of sandy soils around geotechnical structures generally involve strains in the range sm...
A series of dilatometer test profiles were carried out in a calibration chamber on Toyoura sand usin...
Rock properties exhibit spatial variabilities due to complex geological processes such as sedimentat...
This paper investigates the use of the Seismic Dilatometer Test (SDMT) for the determi- nation of ...
The properties of soil and rock are, as a result of their formation, variable from one location to a...
An analysis of the response of sand to the pressuremeter is presented. An incremental linear elastic...
This thesis builds on the work of Dr. Radek Suchomel (2011), which dealt with the use of probabilsti...
The behavior of particulate media, such as sands, is encoded at the granular-scale and hence methods...
Soil variability is a complex but ubiquitous phenomenon that derived from many sources of uncertaint...
Stabilization of subgrade is an internationally common technique to improve the characteristics of a...
The response of many geotechnical problems is governed by the development of discontinuities within ...
Describing how soil properties vary spatially is of particular importance in stochastic analyses of ...
The design process in geotechnical engineering requires the most accurate mapping of soil. The diffi...
International audienceA probabilistic analysis of vertically and obliquely loaded strip footings res...
Describing how soil properties vary spatially is of particular importance in stochastic analyses of ...
Deformations of sandy soils around geotechnical structures generally involve strains in the range sm...
A series of dilatometer test profiles were carried out in a calibration chamber on Toyoura sand usin...
Rock properties exhibit spatial variabilities due to complex geological processes such as sedimentat...
This paper investigates the use of the Seismic Dilatometer Test (SDMT) for the determi- nation of ...
The properties of soil and rock are, as a result of their formation, variable from one location to a...
An analysis of the response of sand to the pressuremeter is presented. An incremental linear elastic...
This thesis builds on the work of Dr. Radek Suchomel (2011), which dealt with the use of probabilsti...
The behavior of particulate media, such as sands, is encoded at the granular-scale and hence methods...
Soil variability is a complex but ubiquitous phenomenon that derived from many sources of uncertaint...
Stabilization of subgrade is an internationally common technique to improve the characteristics of a...
The response of many geotechnical problems is governed by the development of discontinuities within ...
Describing how soil properties vary spatially is of particular importance in stochastic analyses of ...
The design process in geotechnical engineering requires the most accurate mapping of soil. The diffi...
International audienceA probabilistic analysis of vertically and obliquely loaded strip footings res...