Sfoglia per Soggetto "ICE Publishing"
Items 1-6 di 6
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The effect of cracking on the response and design of diaphragm walls and adjacent buildings
(2015)The development of the bending moment corresponding to the maximum tensile stress the concrete accommodated (relatively low with reference to the capacity of the wall) produces cracking initiation. Despite the fact that ... -
Numerical analysis of the seismic response of sand passively stabilized against liquefaction
(2015)Passive stabilization is a new technique for mitigating the risk of seismic liquefaction in the non-cohesive foundation soil of existing structures. It consists of the low pressure injection (in the soil pores) of colloidal ... -
Permeation potential of colloidal silica for passive stabilization of liquefiable soils
(2015)Passive stabilization is a new ground improvement technique against liquefaction. It consists of the low pressure injection of colloidal silica in the pores of a liquefiable soil. After well-controlled time, colloidal ... -
Pile groups under axial loading: An appraisal of simplified non-linear prediction models
(2019)The settlement behaviour of vertically loaded pile groups has been the subject of an extensive body of research over the past two decades. In particular, this work has identified the over-conservatism associated with ... -
Rheological properties of colloidal silica as a means for designing passive stabilization of liquefiable soils
(2015)Passive stabilization is a novel ground improvement technique for mitigating liquefaction at developed sites. It is based on the low-gradient (low pressure) injection in the soil pores of colloidal silica, an aqueous ... -
Simulation of seismic response of passively stabilised sand
(2016)Passive (site) stabilisation is a novel technique for mitigating the risk of seismic liquefaction in the non-cohesive foundation soil of existing structures. It comprises the low-pressure injection (in the soil pores) of ...