Formwork lateral pressures are critical with respect to engineering safety, and laboratory tests are often limited by time, height, etc. Formwork lateral pressures are related to early concrete fluid behavior (e.g., thixotropy). In this paper, we propose the use of ultra-deep underground diaphragm walls instead of formwork for conventional lateral pressure testing. During the construction process, three measurement points were set up in an ultra-deep diaphragm wall at −40 m, −80 m and −100 m. The concrete was divided into 22 casts, and the development of lateral pressure and the effect of time on lateral pressure were observed under each of the casts. We found that the characteristic height of all three measurement points was approximately ...
International audienceAn experimental investigation was carried out to determine the influence of th...
Self-Compacting Concrete (SCC) is a flowable concrete that exerts high pressure on formwork. SCC is ...
This paper describes a study carried out to examine the effect of cement combinations and new superp...
The paper describes a study carried out to examine the effect of self-compacting concrete (SCC) on t...
The maximum amount of lateral formwork pressure exerted by self-compacting concrete is essential to ...
International audienceOne obstacle to increased use of self-consolidating concrete (SCC) in cast-in-...
In addition to material properties, casting conditions, and formwork characteristics, presence and d...
International audienceIn this work, we propose to extend theOvarlez and Roussel model, for estimatin...
When the vertical joints of monolithic precast concrete structures are cast by self-compacting concr...
Final reportPDFTech ReportFHWA/TX-84/45+308-lFResearch Report 308-lFResearch Study 3-5-82-308Concret...
A theory is presented which describes the mechanisms involved in concrete pressures on formwork in ...
There is currently no standard that can be used to design formworks capable of predicting lateral pr...
<div><p>Abstract The fresh concrete lateral pressure generates a load that has great influence in th...
Lateral pressure exerted on vertical formwork by fresh self-consolidating concrete (SCC) controls it...
International audienceThe influence of formwork dimensions and rate of casting of self-consolidating...
International audienceAn experimental investigation was carried out to determine the influence of th...
Self-Compacting Concrete (SCC) is a flowable concrete that exerts high pressure on formwork. SCC is ...
This paper describes a study carried out to examine the effect of cement combinations and new superp...
The paper describes a study carried out to examine the effect of self-compacting concrete (SCC) on t...
The maximum amount of lateral formwork pressure exerted by self-compacting concrete is essential to ...
International audienceOne obstacle to increased use of self-consolidating concrete (SCC) in cast-in-...
In addition to material properties, casting conditions, and formwork characteristics, presence and d...
International audienceIn this work, we propose to extend theOvarlez and Roussel model, for estimatin...
When the vertical joints of monolithic precast concrete structures are cast by self-compacting concr...
Final reportPDFTech ReportFHWA/TX-84/45+308-lFResearch Report 308-lFResearch Study 3-5-82-308Concret...
A theory is presented which describes the mechanisms involved in concrete pressures on formwork in ...
There is currently no standard that can be used to design formworks capable of predicting lateral pr...
<div><p>Abstract The fresh concrete lateral pressure generates a load that has great influence in th...
Lateral pressure exerted on vertical formwork by fresh self-consolidating concrete (SCC) controls it...
International audienceThe influence of formwork dimensions and rate of casting of self-consolidating...
International audienceAn experimental investigation was carried out to determine the influence of th...
Self-Compacting Concrete (SCC) is a flowable concrete that exerts high pressure on formwork. SCC is ...
This paper describes a study carried out to examine the effect of cement combinations and new superp...