Ground improvement techniques applied to very soft clays: state of knowledge and recent advances
MSS Almeida, MES Marques, M Riccio… - Soils and …, 2023 - SciELO Brasil
Soft ground improvement techniques have evolved substantially in Brazil in recent years.
However, their application in soft and very soft clays requires a good understanding of the …
However, their application in soft and very soft clays requires a good understanding of the …
[PDF][PDF] Geotechnical parameters of very soft clays from CPTu
Results of piezocone (CPTU) tests carried out on very soft soil deposits of Barra da Tijuca
and Recreio in the city of Rio de Janeiro are presented together with a data of geotechnical …
and Recreio in the city of Rio de Janeiro are presented together with a data of geotechnical …
[PDF][PDF] Construction methods in Brazilian extremely soft soils
MSS Almeida, MES Marques - 14th Panamerican Conference for …, 2011 - researchgate.net
About half of the population in Brazil lives in a 100 km strip along the coast, where ports and
industries are also concentrated. The soil deposits found in coastal city areas in Brazil may …
industries are also concentrated. The soil deposits found in coastal city areas in Brazil may …
[HTML][HTML] Back-analyses of soft soil failure with “strain-softening” behavior by the “equivalent sensitivity” concept
LSM Silva, MP Pacheco - Soils and Rocks, 2023 - SciELO Brasil
Stability analyses of slopes in soft soils are usually affected by strain-softening, resulting in
unrealistic (unconservative) safety factors. The loss of post peak strength cannot be …
unrealistic (unconservative) safety factors. The loss of post peak strength cannot be …
[PDF][PDF] Soils and Rocks
LSM da Silva, MP Pacheco - simples.serdigital.com.br
Stability analyses of slopes in soft soils are usually affected by strain-softening, resulting in
unrealistic (unconservative) safety factors. The loss of post peak strength cannot be …
unrealistic (unconservative) safety factors. The loss of post peak strength cannot be …
[PDF][PDF] Use of Wissa's piezo-probe for prediction of post-construction settlements in soft clay
M Baroni, MES Marques… - … SYMPOSIUM ON CONE …, 2014 - researchgate.net
In order to stabilize a 2.6 m high embankment, a 7.5 m embankment was constructed in
three stages, during 30 months, over 11 m of extremely soft deposit in Rio de Janeiro city …
three stages, during 30 months, over 11 m of extremely soft deposit in Rio de Janeiro city …