Search engine for discovering works of Art, research articles, and books related to Art and Culture
ShareThis
Javascript must be enabled to continue!

Some geotechnical properties of the Claygate ‘Beds’ and Bagshot ‘Beds’ of south Essex

View through CrossRef
Abstract The Claygate Beds and Bagshot Beds are the uppermost formations of Eocene age in south Essex, the former resting on the London Clay. The Claygate Beds consist primarily of silts and clays with subordinate sands, whilst sands are more common in the Bagshot Beds. The paper describes the geotechnical properties of these two sedimentary units. The results form part of a larger study of the engineering geology of south Essex. The sands, particularly in the Bagshot Beds, are fine grained. All the sands are uniformly sorted and negatively skewed. Quartz is the principal minerals in these beds and in the fine material, mica, montmorillonite, kaolinite and chlorite figure in that order of relative abundance. The geotechnical properties of the silts and clays of both formations are generally similar. However, the plasticity of the Claygate Beds tends to decrease somewhat from the lower to the upper division and the range of plasticity is greatest in the upper division. This may be due to the greater variation in quartz content and montmorillonite content in the latter division than in the two others. The clays in both formations tend to have normal activity whilst that of the silts is both normal and active. The values of the undrained shear strength parameters, especially in the sandy material, are influenced by the amount of cement present, and the degree of interlocking of grains and the degree of compaction. The undrained shear strength of the silts and clays suggests that they range from soft to very stiff.
Title: Some geotechnical properties of the Claygate ‘Beds’ and Bagshot ‘Beds’ of south Essex
Description:
Abstract The Claygate Beds and Bagshot Beds are the uppermost formations of Eocene age in south Essex, the former resting on the London Clay.
The Claygate Beds consist primarily of silts and clays with subordinate sands, whilst sands are more common in the Bagshot Beds.
The paper describes the geotechnical properties of these two sedimentary units.
The results form part of a larger study of the engineering geology of south Essex.
The sands, particularly in the Bagshot Beds, are fine grained.
All the sands are uniformly sorted and negatively skewed.
Quartz is the principal minerals in these beds and in the fine material, mica, montmorillonite, kaolinite and chlorite figure in that order of relative abundance.
The geotechnical properties of the silts and clays of both formations are generally similar.
However, the plasticity of the Claygate Beds tends to decrease somewhat from the lower to the upper division and the range of plasticity is greatest in the upper division.
This may be due to the greater variation in quartz content and montmorillonite content in the latter division than in the two others.
The clays in both formations tend to have normal activity whilst that of the silts is both normal and active.
The values of the undrained shear strength parameters, especially in the sandy material, are influenced by the amount of cement present, and the degree of interlocking of grains and the degree of compaction.
The undrained shear strength of the silts and clays suggests that they range from soft to very stiff.

Related Results

Mindy Calling: Size, Beauty, Race in The Mindy Project
Mindy Calling: Size, Beauty, Race in The Mindy Project
When characters in the Fox Television sitcom The Mindy Project call Mindy Lahiri fat, Mindy sees it as a case of misidentification. She reminds the character that she is a “petite ...
Is There Anything Better Than LRFD For Simplified Geotechnical RBD?
Is There Anything Better Than LRFD For Simplified Geotechnical RBD?
Geotechnical design codes, be it reliability-based or otherwise, must cater to diverse local site conditions and diverse local practices that grew and adapted over the years to sui...
Geotechnical Characterization of Municipal Solid Waste in Raipur City, Chhattisgarh
Geotechnical Characterization of Municipal Solid Waste in Raipur City, Chhattisgarh
Abstract Municipal solid waste (MSW) is challenging to dispose of on land due to its varied composition, complicating landfill management and upkeep. The variety of ...
Environmental issues in geotechnical engineering
Environmental issues in geotechnical engineering
Although the exact date of when geotechnical engineers began to address environmental issues is uncertain, such issues became a primary concern in the field of Geotechnical Enginee...
Geo Risk Management Results for a Public Client Organization
Geo Risk Management Results for a Public Client Organization
Rijkswaterstaat is the executive agency of the Ministry of Infrastructure and the Environment, responsible for development and maintenance of the Dutch main road network, main wate...
Quality Assurance of Bentonite - Prospects for Quality Assurance of Bentonite as a Geotechnical Barrier
Quality Assurance of Bentonite - Prospects for Quality Assurance of Bentonite as a Geotechnical Barrier
The quality assurance of bentonite as a geotechnical barrier is crucial for the safe final disposal of radioactive waste. According to Paragraph 4, Section 3, No. 2 of the EndlSiAn...
Geotechnical Risk Management for Museum “Our Lord in the Attic” Amsterdam
Geotechnical Risk Management for Museum “Our Lord in the Attic” Amsterdam
The paper describes the geotechnical design and execution challenges in underground construction in the historical center of Amsterdam. The geotechnical design and risk management ...

Back to Top